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Bradley Lake Final Supporting Design Report Vol 3 Calculations 1986
Alaska Power Authority FINAL SUPPORTING DESIGN REPORT SITE PREPARATION CONTRACT BRADLEY LAKE HYDROELECTRIC PROJECT FEDERAL ENERGY REGULATORY COMMISSION PROJECT NO. P-8221-000 VOWME 3 CALCULATIONS Prepared By STONE & WEBSTER ENGINEERING CORPORATION ANCHORAGE. ALASKA March. 1986 A~skaPowerAu~orHy FINAL SUPPORTING DESIGN REPORT SITE PREPARATION CONTRACT BRADLEY LAKE HYDROELECTRIC PROJECT FEDERAL ENERGY REGULATORY COMMISSION PROJECT NO. P-8221-000 VOLUME 3 CALCULATIONS Prepared By STONE & WEBSTER ENGINEERING CORPORATION ANCHORAGE. ALASKA March. 1986 TABLE OF CONTENTS TABLE OF CONTENTS FINAL SUPPORTING DESIGN REPORT SITE PREPARATION CONTRACT VOLUME 1 REPORT 1.0 INTRODUCTION 2.0 DESIGN AND GENERAL TECHNICAL DATA 2.1 DESIGN 2.2 DESIGN LOADS 2.3 STABILITY CRITERIA 3.0 SUITABILITY ASSESSMENT 3.1 SPECIFIC ASSESSMENTS 3.2 EXECUTIVE SUMMARY OF FINAL SITE CONDITIONS REPORT 4.0 BORINGS, GEOLOGICAL REPORTS, AND LABORATORY TEST REPORTS 5.0 BORROW AREAS AND QUARRY SITES 5.1 BORROW AREA LOCATION 5.2 BORROW QUANTITIES 5.3 QUARRY SITES 6.0 STABILITY AND STRESS ANALYSIS 6.1 GENERAL 6.2 DIVERSION TUNNEL INCLUDING INTAKE 6.3 DOWNSTREAM CHANNEL IMPROVEMENT 6.4 MAIN DAM 6. 5 SPILL WAY 6.6 MIDDLE FORK DIVERSION DAM 6.7 POWERHOUSE 6.8 REFERENCES 7.0 BASIS FOR SEISMIC LOADING 7.1 GENERAL 7.2 SEISMOTECTONIC SETTING 7.3 SEISMIC DESIGN 8.0 SPILLWAY DESIGN FLOOD BASIS 8.1 STUDY METHODOLOGY 8.2 MODEL CALIBRATION 8.3 PROBABLE MAXIMUM FLOODS 8.4 STANDARD PROJECT FLOOD 8.5 SPILLWAY DESIGN FLOOD 2-379-JJ i TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT SITE PREPARATION CONTRACT VOLUME 1 REPORT 9.0 BOARD OF CONSULTANTS 9.1 INDEPENDENT BOARD OF CONSULTANTS 9.3 FERC BOARD OF CONSULTANTS ii 2-379-JJ TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT SITE PREPARATION CONTRACT VOLUME 1 REPORT APPENDIX A DRAWINGS Plate Title Exhibit F 1 General Plan 2 General Arrangement -Dam, Spillway and Flow Structures 3 Concrete Faced Rockfill Dam -Sections and Details 4 Spillway -Plan, Elevations and Sections 5 Power Conduit Profile and Details 6 Intake Channel and Power Tunnel Gate Shaft -Sections and Details 7 Site Preparation Excavation at Powerhouse -Plan 8 Site Preparation Excavation at Powerhouse -Elevations 9 90 MW Pelton Powerhouse -Elevation 10 Construction Diversion -Sections and Details 11 Middle Fork Diversion -Plan and Profile 12 Middle Fork Diversion -Elevation and Details 13 Main Dam Diversion -Channel Improvements 14 General Arrangement -Permanent Camp and Powerhouse 15 Barge Dock 16 Powerhouse Substation and Bradley Junction 17 Main One Line Diagram 18 Martin River Borrow Area 19 Waterfowl Nesting Area Figures F.6.2-5 F.6.2-6 2-379-JJ Mean Horizontal Response Spectrum Design Accelerogram iii TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT SITE PREPARATION CONTRACT VOLUME l REPORT APPENDIX B LIST OF ATTACHMENTS B.1 Construction Schedule Contract Dates B.2 Independent Board of Consultant's Meetings: Meeting No. 1 Meeting No. 2 Meeting No. 3 Meeting No. 4 Meeting No. 5 May 12 and 13, 1983 July 11 to 15, 1983 September 25 to 27, 1984 November 4 and 5, 1985 January 28, 1986 B.3 FERC Board of Consultant's Meeting: Meeting No. 1 March 6 and 7, 1986 APPENDIX C The Final Site Conditions Report of Geotechnical Field Investigation for Bradley Lake Hydroelectric Project -1984 and 1985 Programs is included with this report. iv 2-379-JJ TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT SITE PREPARATION CONTRACT VOLUME 2 DESIGN CRITERIA 1.0 Design Criteria for Civil Structures: 1.2 Permanent Access Road 1.3 Permanent Bridges 1.4 Borrow Areas 1.5 Barge Dock 1. 6 Airs trip 1.7 Temporary and Permanent Camps 2.0 Geotechnical Design Criteria -Site Preparation 3.0 Structural Design Criteria -Main Dam Diversion 4.0 Hydraulic Design Criteria -Main Dam Diversion v 2-379-JJ TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT SITE PREPARATION CONTRACT VOLUME 3 CALCULATIONS Title GEOTECHNICAL 1. 2. 3. 4. 5. 6. 7. 8. 9. HYDRAULIC 1. 2. 3. 2-379-JJ Main Dam Diversion Tunnel Alignment and Surface Excavation Stability of Diversion Tunnel Portals Design of Rock Reinforcement Support System for Main Dam Diversion Tunnel Gabion Stability Diversion Channel Alignment and Excavation Stability of Temporary Rock Plug for Main Dam Diversion Tunnel Powerhouse Benching Plan and Surface Excavation COE/BLHP Survey Datum Correlation -Damsite Rock Engineering/Design Criteria Parameters Design Channel Size Downstream of Diversion Tunnel Quantities of Excavation and Comparison of Quantities for Various Depth of Channel Quantities of Cofferdams vi Calculation No. G(A)-03 G(A)-07 G(A)-09 G(A)-14 G(A)-15 G(A)-17 G(A)-18 G(H)-19 G(A)-21 H-003 H-004 H-008 TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT SITE PREPARATION CONTRACT VOLUME 4 CALCULATIONS Title HYDRAULIC (Continued) 4. s. 6. 7. 8. 9. Water Surface Profile in Diversion Tunnel Fish By-Pass Pipe System Forcing Frequency for Diversion Intake Pier Lake Drawdown Design of Channel Downstream of Diversion Tunnel Water Surface Profiles Downstream of Diversion Tunnel 10. Bulkhead Gate Operation Diversion Tunnel 11. Water Surface Profile Diversion Tunnel 12. Riprap Design -Bank Across Pool from Diversion Tunnel 13. Relationship of USGS Gaging Stations to Bradley Lake Project Datum 14. Synthesize Flood of Record Inflow Hydrograph from Recorded Outflow Hydrograph at Bradley Lake 15. Flood Routing Flood of Record through Bradley Lake and Diversion Tunnel vii 2-379-JJ Calculation No. H-010 H-012 H-014 H-015 H-016 H-017 H-018 H-019 H-021 H-024 H-029 H-033 STRUCTURAL 1. 2. 3. 4. 2-379-JJ TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT SITE PREPARATION CONTRACT VOLUME 4 CALCULATIONS Title Wind Loads for Design Criteria Snow and Ice Loads for Design Criteria Main Dam Diversion -Intake Portal Analysis and Design Main Dam Diversion -Intake Bulkheads viii Calculation No. SDC-1 SDC-2 SC-131-1 SS-132-2 GEOTECHNICAL CALCULATIONS IJ ) ) CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE .6. 5010.64 I FRONT) CLIENT S. PROJECT . /. PAGE I OF ( r A-LA--SKA PC:We(_ I+VTHt._~p !TY 1 f3 fV+DL£ 'l'' LA-fe£ z;> CALCULATION TITLE (Indicative of the Objective): ;111/t!N D/-ttv1 [)fv'E:.RS rc:tJ TUNI\)C:L ltLtGNMENT /1-ND SV!<F.Jt-CE £ifCitVA-TfOfJ STAE:fLI ly CA LCU LAT 10 N I DENT! FICATION NUMBER J. 0. OR W.O. NO. DIVISION 6. GROUP CURRENT CALC. NO. OPTIONAL TASK CODE G-(A} 05 3 1-*__:A...:..;P_P...:.R.:...::O:...:.V_A~L.:..S _-_S_I_GN_A_,T...:.U_R_E_S._;D_A_T_E ___ --,-----------1 REV. NO. QA CATEGORY (v') 0 I-NUCLEAR SAFETY RELATED orr om a tt YPRt5 OTHER OPTIONAL WORK PACKAGE NO. INDEPENDENT OR NEW PREPARER{S)/OATE (S) REVIEWER(S)/DATE (S) REVIEWER(S)/DATE(S) CALC NO. SUPERSEDES CONFIRMATION *CALC. NO. * REQUIREq .. iY.l_ OR REV. NO. YES NO ~ N/A DISTRIBUTION* I I COPY I r COPY GROUP I NAME E. LOCATION I SENT GROUP I NAME 6. LOCATION I SENT I (v') I I (V) RECORDS MGT. 'JOB Goof"::.. ! I I FILES (OR FIRE I tORI& I I FILE IF NONE) 1 A 'I-2G I I I : J. PI !SSe'-/ 1/}JCtf: ~ ' Fti<E FIL£ I I :p.(J<El:h£1<./ANC'f v ' I ~ElJT~c.H I I I I I I I I l I I I I I I ! ! I ) ) ... 5010 55 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. CALCULATION NO. OPTIONAL TASK CODE PAGE~ 2 3 4 5 6 7 8 9 10 II 12 13 15500.08 Ot:<TECT\ Vt:.. METHOD /A55UfVI,PitONS 'SOU (ZCJ~: S or.: t) AT/\ CCNCLUSlON 14 LOCATtoN CCNSTRA.\NTS 15 03 0/P 00 C 16 ROCK C~v~Ll ['( CONSTR-A\N\S 17 18 2-D ROCK SLOPE..STA61L-\TY ANALYStS 19 20 2 I 22 23 24 25 2& 21 28 29 30 31 32 34 35 3& 37 38 39 40 41 42 43 44 45 4& 3 3 Lf 5 JD 15 \ ) CALCULATION SUMMARY .0.5010.62 JIIEVISION I PAeE ""':?OF CLIENTIPJIIO.IECT .;ipl)l';:;..r'Jl"L.f'Lr='( I C-frr r._ •• l II v !<-IT .. ,.) '--1-. ' ", ~ vJ p Q (._ QA CAT!:eOJIIY I CQOE CLASS N/4 SU • .IECT I TITLE CALCULATIOIII IIIITMOO/USUIIII"TIONS ' • /)tv€rst~'"' runnel c( frc;tH""'1fl"lf, h4~ /0~'-1 f-;~1.\Ct I CC!t'r;. 7~ 'r! fs _·h:t' h p r.f'5_.;J /'(_f' (' 'f r;dJ{fCet!f 5tr11t..fvr~) nc/tqua._/,·-·1 r"'i'.C~Y(!',i't5 fo J:f:!.Urf! <Ji:.·'PI"-<C' ..:.l., !Y' c;,.-. 71 -. V I , . / :J~(~q(.Ja:t:":: ;.JJlcY hyd/~'.1/'c {_;}/l~-r-,_,,,.l5 :)5': f.!!. r~qv;'rf'c/ /~r51iJ;, r'i:;c_..;s, Rcct<z ~(;pe..,.crt.f-t:r/4 :::lre d-:~~r:_lcf~d frarY) :;:-D :::··~-/;) ~<:>::: .P::.ul·.lv.P a.l'!a.i;Se5 1/SiJJ ·r:ssvmed /Y:~ ;.;:;v,a I pc.;rc1 ;-ne ;'-Prs. SOUitCU OF DATA /!OUATIONI I. ,c:. ... c 0 c. ""' 1 • .,L. . '' ;./;)(()fYJ~r I 2. C.:Licv(ctf-tc,',\ ; 5500. oS -6{A)-cr:;: '' Trv::J Dtrflf'i15 1J>icd P~'(r Slcpc Sic(6t!;0 ,, 3. Ccr I ...,;_(he.;., l ;soo. 69-1-1 'D)-002: 11 De.feVt'Yl!l'1e 5!-.:.e oF Drv~r-$n:~ Tu~tne( 8a<;;ed oV\ Drt:twdow;,, PUy;nrefJ"\eflfrs.'' , 4. Calc. tssoo. (ct-,-1-+ (.o)-oob. "Ca. levi~ h Tieadv.Ur~r E.<~cfed.. Duv-r ~ Co"'sh-vt h~!l\ fc.,y oc.cureV\te of f\oe<:l of Re cov-d -'1 s-. C.~k lt;SoO.~o-H CD)-OOl '. ''C~lc.vl~ h_ li\ltti<·r 5urFttcf. Pro~d~ ,~ btvevs to~ TuVllleC' CONCLUSIONS Sr;$£ ,Sfr:(;:TC_H IS~OO.Ot'; &51'(-j. frlt:fn Ttl~ dtve.r$ '""' fvnne ( at tJ 17D"" -froM Worfc P6r'!f . WP 1 ; N ')...tO":$ S 3o £ 3Lf)1 '-11../0 fo 111kvsec..t-I.)Jc>rfcPotf't't W.P 2: N -z_.tD3 1 9/0 E '34') :31.-5 TO pv-ovid. e .q rYl iYJ/1'Y7v """'' 0 f 2 I ft o T co V< Y t711 funnt' l ) [<ocf\ cvf5 fo b<. '-1 v: I HJ r~c!t b€rtcl,es~ £1 f(Z-6a tnftik 4VJal . lrU> £111'!;0 (iidrsct,o.r--ttte fi,v roctc{q(f profec 1-1"'1- ltEVIEW!JII (SJ COfllfiii!NTS DATI ,,4 /c !0 e 0 r35 JIIIVIE Wilt I CMECICI!It 1 DATE INDIPINOINT ltiVII!WEJII DATE ) 2 4 5 6 7 a 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISIO & GROUP G A'J CALCULATION NO. OPTIONAL TASK CODE \SSOO,Ot; 03 \rJf' !0 c.. 1. +=r\+nJ<e.ftoNS d') 1\:?.,_ ,'1\-'--?-rf.~?r-<?-'JJ!~ -s,o1 i• )_'{{'/ ev-o~e. f!Ae up-::, f:y-e~""' c~-ff-e·1:::{o "". or PAGEl 2. 1; 'S c h~v1e flocu) io n~+-i V1 f--e v-F-e r--e_ v0 ( ~ :_1Df tf W4 'I o 'r ex·od.e ~e dowVJ~(-vec'~"' tee_ cf !he d4.VV\. 3. t'ote~hoJ m,ct-tvnn.e-l 3ctte shtft ttbove. El 11..00 6V\ ""~'~ K: nob. ,.,.,..~ .. ~I.04lihQ ""'"' (\. Hd'j. ,...~ ~.:O .. h•Ki _, \ { .. '~&::1 I I) I I I I IJ I I I I I I I ) .. .::.· I 2 4 5 6 7 8 9 10 I I 12 14 I 5 16 17 18 19 20 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 45010.65 J.O. OR W.O. NO. \sSOO .O STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER CALCULATION NO. OPTIONAL TASK CODE CJ"3 wP roc PAGE s- S+-z:tbt.ld-,1 of_ !he VY\ctl~_c{C{W\ c(,·v~vstc~ t-v~V1~1 a_LAd QSS()ctctt-<-cl Su r~c e E? .1( (A VC\. +-iohs ·, s req lJ l ve4 be Cctv~.e. The '$ trv c. t-vves a r-e ra be c.oV'tvev"f-:eo{ To pe.vY'I'\a~eA+ out-le+ t;Jov-ks . Bl~c.k~j-e.. d.v-e..to roc..-1< stop e. ~ ll v r-e. o'f tu vw't e.! CQ ve .. -i V\ e s peqq_ l/ y: CJ. u n V~q q Y\ • et'r~<lucd<e..> IS preveVlted. by se(~cH"'!l ihe h~h.esf-qve<lifv n>t.~().)lf'11\t~ ~~ lcco.:hoV\Q...\ c..OhSrrc..tn+s . As s ~w~ -~e {~uJ the. Jefi-Q..IPv~~ t\t l~ ,;.. r'Y\1 xd \r>tl<--\:iQt s \.U,h\~h rJ.:fe \e~s Su'dub(e ~r tvnr<e.l inj Ct s c.ott~.p~.rfld to ~~ rtjh t- ~bv+-Mlt\TIA>htc.k l s preclomiV\~r'\th.J j re.ywa..c/<t.. Re~rore.\ Geo\~;, M«f?pinj 4 r!"'W CIII..L ...... lOC.AtDII • f'MO--CIII..L ICI.I ~ ~ 1M3 DM.L HOU UXATOI -.. ---. = ·~-~------= 1 _01',.., __ _ .. ...,_,___ ~ J •.... -.. --........... __ ,. __ ,. t =·-=== ....... . ---.-. ..... -.-:':'=-------!·-·--· --o.u·--1 ,.._r_ .. ..._ --- ;------· I ___ _. __ _ ... ..._ __ _ • =--=---···-... -------. ..... ..__. _,.. ____ _ -- -·- .. .. ~ ) ) 2 4 6 1 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 24 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 ... 5010.65 J.O. OR W.O. NO. \ o.OB Jgt'lf· On-el'l.fq,hos, STONE a WEBSTER ENG IN EE RING CORPORATI 0 N CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER CALCULATION NO. OPTIONAL TASK CODE o-, WP C- DcttrA._ 10/2/82 Right Abutment Bradley ~ENGINEERS DISTANCE STRIKE DIP APERTURE PERSISTENCE (Feet) (Degrees) (Degrees) (Inches) (Feet) Top/Botto~ 1.5 N15°E 90° 0.25 7' 0/C 4.0 N8"\i as•N 0.5-L 5 12' J/C 5.7 N41°E a9•w 6.4 N45"n,; 74•s 1 7.0 ~l3°E 12•u 0.3-0.9 15' 0/C Open face .3. 5 t 0/J ~ Open face 4.5' 0/0 7.3 Na5•E 65"S <0.0015-0.6 6' 0/C < 11.0 N13"E 9o• 0.1-0.3 6' C/C 12.0 N75•w a1•s <0.0015 7' D/J 13.5 N30°E aJ•E Open face 4.5' 0/C 15.0 N19"ti< 74°N <0. 0015 4' D/C 19.0 N4o•E 90° 20.4 N10•t/ oo•N Open face 8.5' 0/C <0.0015 7' J/C 20.7 N2°ti 84°E Open face 5' G/C 23.0 N75"!'.: aG•s <0 •. 0 0 15-0. 1 12' J/C 24.1 N43°W a3•N <0.0015-0.3 3. 5. o;r; 26.5 N5l 0 E 9o•· 1.0 N32°E 89"E Open face 4 ~. 0/C . ;) <0.0015 5. 0/J .:~5.6 N30°\·l/ 75°E <O. 0015 4 • J/C 36.2 N2"E 86"E 40.0 N)O•\;/ 84"N <0.0015 6. 0/D <0.0015-0.6 ... 0/C J.'t 44.0 N76"H a·5·s <0.0015-0.5 so• 0/C ~Open, C=Covered, J=Joint, D=Dies N s RIGHT ABUTMENT -JOINT ROSETTE PAGE~ ) 2 3 4 7 s 9 10 II 12 13 14 15 16 17 IS 19 20 2 I 22 23 24 25 26 27 2S 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 A 5010.65 J.O. OR W.O. NO. I SSCO~ a-t: LDH STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET N N . CALCULATION IDENTIFICATION NUMBER CALCULATION NO. OPTIONAL TASK CODE 0'3 • SMOOnt FRACTURE lC ROUGH FRACTURE <l SHEAR 0 FOLIATION ROUGH FRACTURES · Nall5 . 2.5%•3 S%•6 !.0%•12 POLES TO PLANES e:,c_ ~,,J-,e5t c~Y\cer\ tYzt ho'V\ qppnx. \fvf h cct/ · (! {V ;DeE £-yJ J o mf-stt """'v~rf-lc"-1 SMOOTH FRACTURES ""N""202 2..:.5%•5 5%•10 !0%•20 SCHMIDT LOWER HEMISPHERE EQUAL AREA ?ROJECTION re: !--=-~"""",;::.:E.,-~ ...,.,1,..,..,.--i ~.!.!~!. C~~~~~..E; PRO..I.HO: 451161 ~IN DAM AREA EAST CLIIT <;RIO: PAGEL , , 46l_ ______ ~~==[='====~=================::~~~~~=-=-=-=-=-=-=-=-=-=-~~=~=.HO:=::J:-s::: _________ _j 2 3 4 5 6 1 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 31 38 39 40 ) 41 42 43 44 45 46 A501065 J.O. OR W.O. NO. 5"500. 0 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER CALCULATION NO. OPTIONAL TASK CODE C'3 WP0C PAGE iS_ 5t;_,,"/qy. sf«f-rsf-(cttl re_(C{fto~S ofJ~t~fcY'N?nH:cf-t~~o~ YJc:>fect f<,r TJ,e dow" s fr ~4 ,., pcrk. I, -.. ·.- pown·;Jreq/"1 fbrta.! of Ptverslctt~ Tut~~VI~I. N N . · SMOOTII FRACTURE J( ROUGH FRACTURE ~ SHEAR FRACTURE 0 FOLIATION . . ROUGH FRACTURES N•l43 2.5%~4 5%·7 l0%a 14 Z0%•29 POLES TO Pt..\..'l"£5 N N SMOOTI! FRACTURES N•368 2.5%·9 5%•18 10%•37 Z0%•74 SCHMIDT LOWER HEMISPHERE EQUAL AREA PROJECTION MAIN DA..'i AREA MAIN ~~B ON NORTI!EAST SIDE '· <:RID: PfiO.j • ..0: ~ 51161 ~ • ..0: J-4 ' ' ) 2 3 4 6 7 8 9 10 II 12 13 14 15 16 17 IS 19 20 2 I 22 23 24 26 27 28 29 30 31 32 34 35 36 37 38 39 40 41 42 43 44 45 46 STONE 8. WEBSTER ENGINEERING CORPORAIIUN CALCULATION SHEET ... 5010.65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION u GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE __2_ I r;t;OO. 0 ~ 03 0C 5 h,ow Y1 b ~(ow 1 ~ T/l~ ?.-J-M 6 ~o /oj y ;vJ~p of (/1 ~ J11:u n f?q M1 0"Y?Oh. The_ ou(-cv-tJp5 (J f g re ~W~( l:e are :s h:Jwn I~ n-eq vy s frppl/nl . PYa; echoY) 5 6'f persrsfef'lrcf,sconhflvtfres are c(efen-nlr7ed from cnr-p'i?ofv5 anc( .s~ow~-t 1 n red f e n_c._r _!·.,...... _.....,....,...,.....,.,....--,...--.. ---.l .~/ - ' ) ) 2 3 4 7 a 10 II 12 13 14 15 IS 17 18 1'3 20 2 I zz 23 24 25 26 27 28 29 30 31 32 33 34 3& 37 38 39 40 41 42 43 44 4:5 46 ;) I UNt:. e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .. 5010.6.5 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION e. GROUP CALCULATION NO. OPTIONAL TASK CODE PAGEJQ_ 1 s-soo. os r::rc 03 6C vvo-D BOU::SLCPE 5TA-BlL.ITYANITL'CSl$-. Pvrpo5e: to lo.y ouf rh-e .::,(ope CffC/'71-ehy and.:; Yfl'lf bo(6c, %' {or q_ f-wo qjme11siov-,aj s/{d!ny 6/oc.l\ S/ope S~i:Jt?;'fy qYle(/'/SIS Wt{t, C!..., fen~rc:v, crac.tf::.. . . M...e r-rwJ: e91..1q hcn.s From _flc';'k,;.. !3r~ y ( 19811 {_ t~3) arf... rr1cdrft eel_ a~ be r~w hr use '~"'~ a_ LoTuS 1-2-3 .;preQ.e/s.h-?e f: ~ fe'Sr- pr~>bl-f> M fo (/ow5 wA lch i"Y!4 y be coYt1.po,r-ed fo Tne coi'Yip ufe p r-ed ra ~ r€ s u If: Vct'oabl.:s; h€1qf7-f-,f :_1::-,c-e{H)J a.nd!'f!. oF/;~e ('{p )1 a~'ll-e_ oF s (t~ n1~ p !a.Re ( lfp ~ dts fttnt:.e 6etC-k to J at11 f ,;:,r_ 'Hfn SIO/I'f ere,'* frorYt Jc rt?'S t oF S(op_e (a)~ h~irh r oF w~ ferr /Yl t-(';, 'SIC 11 CrtJc/( C:!w); c.on:e~'""' a-FF'rlt!r.Jre. plan-e (c.)" anq/eoF . t¥1t.evn4l f;-tcJ-roJ1. oF-fa.tlure fi4J1(! (¢), d.ry_ c/1,rj-(J.)fji1t o-f r-oc{\ ( (')) VYiff W~j<Jhf of wQ.fJ:r(qw :::t,:l..4 tJ,(Ff 3 ). ' 6eotrt~try; $htoLUII} bel~w ~ t'= (6 foy ct r~~tprob/fi¥1 wtth. H=zoFt- <fp=-7r:;o1 '/p=lfS~ f3:: s-~, ~IV=-s') c=-IDfXF, ¢=3o•,c:::l,5f.:_. T D \lp Iris M~re CPnve~ttft!.nf fv m(.a.S~.Jr-e 13 TJ".a. ~'~ z::> , ;, ,-;,e. Fr" -e 1 ~ rn -en <-~ ¥+1p v te. D:::: ><-J3 For vse. tn f!!? (.,;q_ f-!o11. X IS NJf e_Q si ly Met~.soret( bu f-1-s Comp u fee( fy-"1"11 X= L-(rfl 'fat'\ '{'f) or X:= rtf~"<fp-H/~"' ~f 1-------~ i:.. c..(!}uld be rn~sured ,;.. r-Ae.. tiel~ ~----L )I bvf-IS 'l-rn~r-ct.ltr nof . .I:t-rr1o..y be L; H/f'Q.f'l tfp O:H''lOVre4 .froi'Y\ -a:::: _D fq_t'l tfp. A= A-r-Ao::: (Lkot> lf)p)-(D/cos'fp) A i:; til f"t>t:t!t' f-y th~ ave~ ()f ihe... . A= t-\/ftt"'k _..Q_ =J:L _.Q__ slopti1J Fqi/vv-e p/Qne_ -for-o--l-Ffwrc/c. C~lf)p ~~p Slnfp ~~P s/tc..e pa.r4.//~( 1-o !11~ pla.11e oftne~. forc.e~: [ W ::x 'h.¥ ( tt X: -D '2. )I 'X= f!-o/toVil.ft/)-('2.c/fr:t~tt 15 u) = l'i,b't ft w:::: \(l. I lot) ( 10•j4J,.,£f -9,f.pt.( '9.G.'/) D = ,,.,., ~ "{ -S" :::~.''I ft W = !G;.1 ~89 .lb~ "Z_: 9, (t>tf ~Vl tfS 0 :::: 9.tQ'f ft IV= j2 Ywi,Zw)10 1 A= w(s1"''i5°-.!?.~tt/~:.os't5° =tLf,(p5f v: 1/z..(b2..~{ <s)' = 790 lb. ~ = 'h-1.":!. ZwAI U:. 'h..({,l,'f)(S)(14.f.~5)= '2.2.8'5 lb ScJtf:t Fa.e-for: ) ~n ) 2 4 5 6 7 a 9 10 II 12 13 14 15 IG 17 18 19 20 21 22 23 24 2~ 26 27 28 29 30 31 32 33 34 35 3G 37 38 39 40 41 42 43 44 4~ 4G STONE 8. WEBSTER ENGINEERING COIH'OKAI ION CALCULATION SHEET ... 5010 65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. CALCULATION NO. OPTIONAL TASK CODE PAGE _il_ rc; S"e>O .os 03 wP c., c. - Se lee.. f-ron !!' f ) fo I !c-w: ' ' TAStE I -TYPICAL SOIL AHD ROC I( Plt()PERTI ES De~c.ription Unit .... lght Friction Cohesion T!ifH' Material (S..tura<ed/dry) angle 1.b!fil I<Jif,.J degN•• Zb/ft2 kPa loose sand • vn i form grain size !HI/~ 19/!4 28-31>* Dense '!i.and. unifore grain size 1)0/109 21/17 32-1<0* "' " loose S4mds mixed ~rain 'She 12~/99 20/16 34-~o• J! Dense sand • Mixed grain 1ize 1)5/116 21/18 38-46* .. .. ..,; .. " Crave~~ unifom grain size 140/130 22/20 34·37* "' 2 0 Sand and gravel, mixed grain size 120/110 19117 •s-•5• -" :: .c "" 3 " Bault 140/110 22117 40·50* 2 " Chalk 80/62 1)/10 )0·40* " "" Granite 125/110 20/17 45-50* 2 ~ limestone 120/100 19/16 35·40* ~ Sandstone 110/80 17/13 35·•5• .. :s Shale 125/100 20/16 30-35* "' Soft bentonite 80/30 13/6 7·13 200-400 10-20 Very soft Ot'"ganic clay ~/40 14/6 12·16 200·600 10-30 Soft. slightly organic ctay 100/60 16/10 22-27 400-1000 20·50 "" Soft g! .. eial clay 110/76 17/12 27·32 ~ 30-70 :s '-> .. > -; -"' 0 ..., "' " 0 "' Stiff glacial cl.-.y 1)0/105 20/17 3Q-32 500-3000 70·150 Glac.i•l til\* mtxed grain size 145/130 23/20 32-35 000-5000 150-250 Hard igneous rocks -*" 72000!1· 35000-160 to 190 25 to 30 35·45 granite. basalt? porphyry 1150000 55000 f1etarM)rph i c rocks ltOOOOO-20000-160 to 180 25 to 28 30-40 quartzite. gneiss. s l<Jte aaoooo ltOOOO Hard sed irnentarv rocks -200000· 10000-150 to 180 23 to 28 35-45 600000 )0000 I imestone. doJomite:. sandstone Soft sedimentary rock 110 to 150 17 to 23 25·35 20000 -1000- sandostone~ co.al~ chalk., sh.a I e 400000 20000 * Higher friction angle'S in cotlesionless materials occur at low confining or normal stresses as. discussed in Chaptcl" ~· '**For intact r~k. the unit weight: of the Nterial does not vary significantly betW<Jeen saturated and dry states with the exception of llailteria1s such as porous sand"Stones. l.-r: ' for a_ fs ' 2 3 4 5 G 7 8 9 10 II 12 13 14 15 IG 17 18 19 ) 20 21 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 ;;"II Vl'lC. o. Wt:.~::> li:.K I:.NGINI:.I:.RING COHPORATION CALCULATION SHEET ... 5010.65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. CALCULATION NO. OPTIONAL TASK CODE 5 500.0 03 '? 6C T~-e Lofv-s /-2-3 Sprea.dsheefs ~umMa.v-t"-z,<.tl b~(cw $haws fh.e_ 5<-VJ s 1 6 v i f-t; of ce,. kt r ~' per v., rl! -e f--er" ':.I tt> Tf!-e. ; 1/e :rq II ;:; (ope ~ fe. f-y fc< c for. . , The (AJi'Jrkc_{;,p,.7f-15 ')l,rJWi-1 V-Jt'Th. slop~ raho~ oF :70°) 8lf.3°{!H.'/OV)) Be>. so ( fH-:6 v)_, aY!d 76 o (I H: 4V ). Th-e a.n 1 !-e oF h.t!vr< pfqn'(_ IS. sefec.fed -{yo~ rA-e chris or; p.7t-8 T:h€_ cf.r~ rn nc~ B _ 6,Cl. (; k f-o T7J ( po /-f> VJ ha. I fens ro v, c r~ c !\' 15 e s 1-tmq t~cl -froV'Yl pn>bcdc;/e J o_r;r't spot"'J."'_J!J p«rq 1/-e ( fo n,~ s (r>CH' frjr+'J. i;Pr'e. tn~ B otln7~11St'o 11 t~ 'Y!pu-la!> ct.d1sl-ro1t;e_1 vsr sh,Jittlf If'S.; rn"nfh-e 6/oc_tr:. wrdth .. £.P-Fe(...hv.e{y Tlus e[tYY/IVJr:t."fes f11e fii1StC>~ crqcl\. l/1! tfier 111vsf-a. {So v~rr fy fh«.t fne v.J({ fer depfJ, I~ /i!'S'S i/n.({ 11 TJ, -e C.o!1p v f~?d cr~c "-d ep ~. _ . _ · P~rha.ps ?'.e '!'oc;,(-prof.tl~~cthut{ ma.r"r:t:t I pavcu~~fer: IS seJec hcv., :;f nv:::fq(f~,~ p ~11(' ~onf ,-:. w "', c.. Ca~ hts f-c.r. ~/ q~~a I y'5es a.re 1:;, ~ s-r-,~ o ;1 I 'f. one , t $ :1 t vtV1 t n rht ;, rer~ rvr e.. be /c :.u ( Ho.:) .k: r'3tr:.. v . !98b, t:J. /7 7). Us r r)7 ct ¢ :: 3D fu -e~ f-t r Tlt ~ c A a,. t b~! ': :L1 ~ ~ va. tv e. 0 f' c ;;; lOCO p'Sf qpr;;~ars fo be ret:t t;.f!)L/)_ a h( (. (b) ' . . r ' ~ 158 ft. \ \ I \ \ H•lOOft. \ \ \ \ j",~ \ \ II 1-------l. 213 ft. ----1 c 0 Fai 1ut'e surfac.e Fi9ure 76 : Ge<>metry of 1~68 failure. 1.5 ' ' ' ' ' ' ' ' 10 20 30 '· Friction angle ~0 t b. 'OShea• strength ""'bilise<l ~te.y- Fig.ure 77: Determination of sM.tr str-en'}th mobilised in 1968 failure. et\(-eu-@ c{:>::::30D qef-c::o.~ d tor.~ I ~1 ff- ov- C;; l1J)Off :. use c.:= \000 ~f ) 2 3 4 5 6 7 s 9 10 I I 12 13 14 15 16 17 IS 19 20 21 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 _) 42 43 44 45 46 CALCULATION SHEET .. 5010 65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION £. GROUP CALCULATION NO. OPTIONAL TASK CODE PAGEll 15"5oe>.o8 &(A) 03 WP 0C TWO-DIMENSIONAL ROCK SLOPE STABILITY ALASKA POWER AUTHORITY BRADLEY LAKE PROJECT WITH 60-DEGREE FRACTURE ANGLE, TENSION CRACK AND O-FT WATER J.0.15500.08 :SLOPE IFRACT ISLOPE CRACK WATER COHE-FRIC UNIT BLOCK CRACK CRACK ~EIGHT HORIZ.BLOCK UPLiFTRESIST DRIVE :SAFETY: :HEI6HT:ANGLE :ANGLE SPACE DEPTH SION ANGLE WT. WIDTH DIST. DEPTH BLOCK WATER AREA WATER FORCE FORCE :FACiOR: FT DES DES FT FT PSF DES PCF FT FT FT LBS LBS FT"2 LBS LBS LBS (F. S. l :------:------:-----------------------------------------------------------------------------------:-----: r~+ ..... 20 :: 45 :: 75 5 s 10 30 t6s 14.64 9.641 9.64 16489.3 78o 14.64 2285. 5240.3 12211. 1 :o.429 ( : 15 : 60 : 90 8,6 0 1000 30 165 8,660 0,060 0,10 10716,1 0 17,11 0 20205, 9280,4 : 2,2 I : 23 : 60 : 90 13.2 0 1000 30 165 13.27 0.079 0.13 25195.4 0 26.28 0 33557. 21819. : 1.5 : : 25 : 60 : 90 14.4 0 1000 30 165 14.43 0.033 0.05 29769.3 0 28.75 ;) 37344. 25781. : 1.4 : 30 : 57 : 15 : 23 : 25 : 30 : 57 : 15 : 2., I .J I 25 : 30 : 57 : 15 : 23 : 21:" I .J I 30 : 57 : 60 : 90 17.3 0 1000 30 165 17.32 0.0~03 42868.1 0 34.56 0 46944. 37124. : 1.3 : 60 : 90 32.9 0 1000 30 165 32.90 0.008 0.01 154754. 0 65.78 0 110460 134021 : 0.8 : 60 : 84.3 7.1 0 1000 30 165 7.163 0.063 0.10 8863.29 0 17.10 0 19660. 7675.8 : 2.6 : 60 : 84.3 10.9 0 1000 30 165 10.98 0.083 0.14 20839.1 0 26.26 0 32265. 18047. : 1.9 : 60 : 84.3 11.9 0 1000 30 165 11.93 0.038 0.06 24622.6 0 28.73 0 35842. 21323. : 1.7 : 60 : 84.3 14.3 0 1000 30 165 14.32 0.026 0.04 35456.9 0 34.55 0 44786. 30706. : 1.5 : 60 : 84.3 27.2 0 1000 30 !65 27.21 0.019 0.03 128000. 0 65.75 0 102700 110851 : 0.9 : oo : 80.5 6.1 o 1ooo 30 165 6.150 o.o5o o.o8 7610.14 o 17.14 o 19343. 659o.s : 2.9 : 60 : 80.5 9.4 0 1000 30 165 9.430 0.030 0.05 17893.5 0 26.45 0 31618. 15496. : 2.0 : 60 : 80.5 10.2 0 1000 30 165 10.25 0.050 0.08 21140.3 0 28.69 0 34796. 18308. : 1.9 : 60 : 80.5 12.3 0 1000 30 165 12.30 0.000 0.00 30443.0 0 34.64 0 43428. 26364. : 1.6 : 60 : 80.5 23.3 0 1000 30 165 23.37 0.070 0.12 109898. 0 65.57 0 97298. 95174. : 1.0 : 60 : 76 4.9 0 1000 30 165 4.920 0.020 0.03 6088.81 0 17.25 0 19007. 5273.0 : 3.61· 60 : 76 7.5 0 1000 30 165 7.544 0.044 0.07 14315.2 0 26.40 0 30536. 12397. : 2.5 60 : 76 8.2 0 1000 30 165 8.200 0.000 0.00 16913.6 0 28.86 0 33748. 14647. : 2.3 60 : 76 9.9 0 1000 30 165 9.840 0.040 0.07 24355.2 0 34.50 0 41530. 21092. : 2.0 ; 60 : 76 18.6 0 1000 30 165 18.69 0.097 0.16 87921.5 0 65.48 0 9086i. 76142. : 1.2 : 4-c-c-f>1e{-Q.?Ie re£ults a.re. ofo~r~H'cf 1?.r11V. for 4V\ FS. 2 2.0 For .s(cyo.es !~"~ a.. .setS~1 C 'ZJ)flf, T3!i5ed ~n fnts Crtft:r;"-I lb I slcp~~ fha_y be ce;i@ ;o: I -23 1 .:S{of?I?S m4.J be Cl/f-(? fo,: '_u· 2.c; ~ lofkS c1.1t & tf.' I ; a)n4 30's lope fYto y be C vr qr t.;: I. fhe f:7 1 5/ope t-5 nof C{CCf(Jftlb(-e._ ~f-rn~ irt ~f::e p()rfq /. !::Or uniforf'YJt"fyJ l)$(.. th~ 7~~ slop~ cvfs ~ 1./V: l H. I Ft~cd S /tJpe_ Cufs 4 V: 1 H I 2 4 s 6 1 8 10 II 12 13 14 15 16 17 18 19 zo 21 22 23 24 25 2& 27 Z8 29 30 31 34 35 36 38 39 40 41 42 44 45 46 CALCULATION SHEET ... 5010 65 r-----------------------------------------------------------r----------~ CALCULATION IDENTIFICATION NUMBER PAGE J!j_ J.O. OR W.O. NO. DIV';.IO(NA& ~ROUP CALCULATION NO. OPTIONAL TASK CODE t5S06.tJB U7 ; 6 3 wpc, c. ~~~----~---L----~~~----~----~-------L--~~~------~---------- ' Dtv~r~foV\ Tvn.111e..{ Disdaccqje TWO-DIMENSIONAL ROCK SLOPE STABILITY ALASKA POWER AUTHORITY BRADLEY LAKE PROJECT J.0.1S500.08 WITH 70-DEGREE FRACTURE ANGLE, TENSION CRACK ~ND O-FT WATER :SLOPE lFRACT :SLOPE CRACK WATER COHE-FRIC UNIT BLOCK CRACK CRACK WEIGHT HORIZ.BLOCK UPLIFTRESIST DRIVE !SAFETY: lHEIGHTlANGLE !ANGLE SPACE DEPTH SIOH ANGLE WT. WIDTH DIST. DEPTH BLOCK WATER AREA WATER FORCE FORCE !FACTOR: FT DES DES FT FT PSF DEG PCF FT FT FT LBS LBS FTA2 LBS LBS LBS <F.S.l :------:------:------------------·----------------------------------------------------------------:-----: f f I f f l 20 ~ 45 ~ 75 s 5 10 30 165 14.64 9.641 9.64 16489.3 780 14.64 2285. 5240.3 12211. ~0.429 \ : 15 l 70: 90 5.4 0 1000 JO 165 5.459 0.059 0.16 6753.98 015.48 0 16817. 6346.6 l 2.6: : 23 : 10 : 90 a. 3 o 1000 30 165 8.371 o. 011 0.19 15881.4 o 23.90 o 27039. 14923. : 1. 8 : : 25 : 70 : 90 9 0 1000 30 165 9.099 0.099 0.27 18761.0 0 25.80 0 29511. 17629. : I. 7 : : 30 : 70 : 90 10.9 0 1000 30 165 10.91 0.019 o.os 27024.5 0 31.77 0 37108. 25394, : 1.5 : : 57: 70 l 90 20.7 0 1000 30 165 20.74 0.046 0.12 97558.1 0 60.28 0 79550. 91674.: 0.9: : 15 : 70 ! 84.3 3.9 0 1000 30 165 3.962 0.062 0.17 4900.99 0 15.46 0 16429. 4605.4 ! 3.6 : : 23 : 70 : 84.3 6 0 1000 30 165 6.075 0.075 0.20 11524.9 0 23.86 0 26144. 10829. : 2.4 ~ : 25 : 70: 84.3 6.6 0 1000 30 165 6.603 0.003 0.01 13620.5 0 26.57 0 29262. 12799. : 2.3 : ! 30 : 70: 84.3 7.9 0 1000 30 165 7.924 0.024 0.06 19613.2 0 31.72 0 35599. 18430. : 1.9 : : 57 : 70 : 84.3 15 0 1000 30 165 15.05 0.056 0.15 70803.2 0 60.20 0 74181. 66533. : 1.1 : : 15: 70: 80.5 2.9 0 1000 30 loS 2.949 0.049 0.13 3648.37 0 15.56 0 16286. J42B.3 : 4.8 : : 23 : 10 : 80.5 4.5 o 1ooo 3o 165 4.522 o.o22 o.o6 858t.oo o 24.29 o 25990. 8063.5 : 3.2 : 1 : 25 : 70 : 80.5 4.9 0 iOOO 30 165 4.915 0.015 0.04 10!38.4 0 26.47 0 28480. 9527.0 : 3.0 : : 30 : 70 : 80.5 5.8 0 1000 30 165 5.898 0.098 0.27 14593.5 0 31.13 0 34013. 13713. : 2.5 : : 57 : 70 : 80.5 11.2 0 1000 30 165 11.20 0.007 0.02 52704.5 0 60.59 0 71002. 49526. : !.4 : : 15: 70: 76 1.7 0 1000 30 165 1.719 0.0!9 0.05 2127.80 015.80 0 16225. 1999.4: 6.1: : 23: 70: 76 2.6 0 1000 30 165 2.636 0.036 0.10 5002.43 0 24.18 0 25168. 4700.7: 5.4: : 25 : 70 : 76 2.8 0 1000 30 165 2.866 0.066 0.18 5908.52 0 26.07 0 27240. 5552.1 : 4.9 : : 30: 70: 76 3.4 0 1000 30 165 3.439 0.039 0.10 8511.22 0 31.60 0 33290. 7997.9: 4.2: : 57 : 70 : 76 6.5 0 1000 30 165 6.534 0.034 0.09 30728.2 0 60.38 0 66447. 28875. : 2.3 : ' :[t-rn_a.y he ~eec1 ~o:f th-e h '!h(r ftcu /vre qr:yle f~ -::.70 13 y-:ec; v(fs fl'l h J wr sqfen; fa cfr;r;. For fhe o/.ts(fJ~Y'Cf~ f!Orf~( Tn~ ~7·ff fl,qf. s/op! :;overn') ttVJd a VI F.$.::: 2.3 ~s tJ/o ~tAr/ -fdr tne "/:I r/s/Df'.f!S. hno. I 5 l()fX c(/fs 'f v: :LH I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 2:5 2& 27 28 29 30 31 32 33 34 35 36 37 38 39 40 ,) 41 42 43 44 4:5 4& ... 5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE I 'i /5SC>D. Oli G(H) 03 WP 0C Ref-er to SwEC.. J.fycfra v lt·c cct feu fa h~v.. s AydYoto;, t'c ttYlc{ nyd.Yc.tu/,·c Candt"f-t;l1 r Whee;, JC' vern ~f m-e 7-vnf}e /. 1-. Tv nne I clr'ame f~r .:: 2./ fr fo pss 'fOCcJ cf':; fc r r/le_ Th e. -e /e Vet 1-;c;, 5 2. In k/C-t inve;rf <;Ia.~ @ €1 ttJt;,8 1-c c(rop l~k-e 10 ~~ 3. Disch.a.'j./2 s/qb @ {;/ /CJG 5 f-o o~$(.1Ye CY"!f-tc'<{ I -t:/ouJ oufstde rA-e fvnr;..e I. 5". Do ttJ i1 s fr ~ c.r y;-1 p o o I c r..1 f f-o C" I fa ~ 7 1 ~ 3 ra d /"' ·1 R r ve v-c VIa. nne ( £Cl leu fu .. k1. f-er doe s no f s l:-/; .::· :/;e. G. Proba.b(e Jl/J.o._X'I-m UYl'\ f fM:;c( e f.e Vt! f-ra'v-. o Ft-ev rc:tt s r ~1 1? &{ ct V11 , j E I 11 90. ro . _/ l Mic{ furJne_/ qct fe swucf-vre-rervt.re.d1· sh{(/-f cc.flarr fv foe_ aJoO v.rO E f. ( ( 90, &. ' Flare C{r:J/-e. c-"1 !he tt1fa..Ke fr({nsrhoV>t str-ucff.A"~ :::: 12. 5" / A5010.64 fFAONTl STONE C.. WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE CLIENT S. PROJECT /. PAGE 1 OF c:-3 A-t..JtS K A Pow E.R A-UT Her< I TY I f3Ritlli.Y lAkE. HYDRO .,; CALCULATION TITLE (Indicative of the Obj'ective): QA CATEGORY(..;) s T 46 t L-l 1y C>F 'D \ v et<s l ~ t-J Tot-JtJ EL poRT~ 0 1 -~~~iT\A ~ELATED orr om~ H'rPRL OTHER J. 0. OR W.O. NO. /SSDO CALCULATION IDENTIFICATION NUMBER DIVISION 6. GROUP &(A) CURRENT CALC. NO. 07 OPTIONAL TASK CODE OPTIONAL WORK PACKAGE NO. WPOt'oC *A PP ROVA LS-SIGNATURE 6. DATE REV. NO. SUPERSEDES CONFIRMATION INDEPENDENT OR NEW *CALC. NO. li-REOUIRED (\/) PREPARER(S)/OATE(S) REVIEWER(S)/DATE (S) REVIEWER(S)/DATE(S) CALC NO. OR REV. NO. YES NO NG.IIJ JV/A DISTRIBUTION* I T COPY I I COPY GROUP l NAME C.. LOCATION I SENT GROUP I NAME 6. LOCATION 1 SENT I (v') I I (v') RECORDS MGT. I I I I FILES (OR Fl RE I J'OI3 BtXJtc R'i2G JC{(tG-. I I FILE IF NONE) I I I I :v I I FIRE FtL£ IJ.MISSC.L/ .lfiJC H I I I I I I G E:()Tf:_C)'"f 1 D. Ct<£b6EJ( (/fi'K If! V' I I I I I I I I I I I I I I ! ! I I I 2 4 5 7 s 9 tO I I 12 13 14 15 16 17 IS 19 20 2 I 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 &5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION u GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE t5 s-oo G(A:) 07 CJGf1 TABLf;. OF CoAJTE:.I\)T$ CONCLUS(cf\JS. :; o u rzc_c.. 5 Ot: DATA ME Tt-to D oLOb "( ..t-ASSUMPTIONS PIZELIM \Nf-\R\{ rJIATcf2.tAL5 PA-r<AMETEf<-5 PRE.UM!Nft-~y S/-1/t-P~ CRtT/:3:Ptli qrJA-t.IFieA-TI~N ()F pROLt:~Pt/'1 l$Ef1ZP ~lqshc Analy_s!s Hue t: <~-f3ro.wn !='a; I vf"e Cn'teY' o"' Code Lt-;;hJ FtrvAL c.'XC-AVA'TtON Gf;oME:TRY F t tJ AL-tNT I+(( E. (;;Jt:>I2..T4-L /<}JN'5 5\ABtLltY 6F 'PORTALS 2 3 4 5 6 1 8 9 10 II 12 13 14 15 16 17 18 19 ,.-20 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 .A.5010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION u GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE 3 IS S'OO G(A) o 7 oroc 06T£CtlVE ' To .e v cd v CL t--e (V\ -e s f-!{ f.o (. I ( +-y 0 f f?'1 f' o/r v e ( 5 r 6 ¥\ +--unY'!ef 1t1 fak-e sf-rvcfvve povft:<f anc/ ex~v~hov,. 5'( ua_re hvl/c h-eCld <o/4 ff&'S rerulr.e_ <A.. f-rt:<t/1 ~I ftob1 ~rOV1-1, ct_ sy_vcure_ 7a..f-e. 1-o §l rouVJd f-uJ?nef. Irr av-d~v-to rl] I Yl j I'YJ (7,..:e<f t;.._o Yl C(le_ fe_~ rJ1e ff,-€0 M-1! fry /Jt:ea5 ft> b~ C{ 5 -Fictf-a_ root-as eo-ssible. Thus caJcf.l/a..hof\ c)aCVJ:11-ll1f5 {he fC{nqlyse? r..A.FYtt-Ch w..er-€. (OW!p/~ fee( i;o op f-thl/2--c' rne (tJO tfeo V'tt e_ try QVlc;( eS fq_l:J/1-:,A, cri-fertC{ fer T1r -f 1)/rut_fvrr:::. CONCLU$ {6 f'0 5 A crtf.ev-r~frl wa'J deve(ofJ-ed fo lt~1 't TAe qrcl1 of' rh e roD f' rct.cl iv s fo m-e. YY}tt ~ II'Y] v 1"1 ~ ( cl rz, 0 F 171-( po v fa_ / op_R n t'YlJ: Fv y r::n.e "3 7 rf tN td.e OfJ. .fi"J~(;-,7 I 0.._ fl1tCII(.,;S C),_ ;, 7 Ft IS me -f /c( f(es t tna.f _will b-<_ lf)-1/~r~nttl s ftil:; It!. Flt<.t f'oots . wert! ana.ly"?ed {/JI/J, o v4{/otd spr/r~7!/nt's c:tnd Fovnc( fv r.esu!f (YI httrA <;;frecs5 (.01'1~~?1. ~ fl~'f$. Tn-e '(q. 2-F r wid e. .p, (/') q I e)("" c t{ VC{ f-ro ~ ~ 11 cvo-e... ttJ trs eva..lu({rt:.c( a._V1d '1-ovnd fo be sftth!e wt h1ovf- 5 fee r -s e ts. The "::LJ -,Cf w ~de drsct,~rqe li()r~( lJJ({ s a fso eva..fut.tf-ed -fo h ~ sf-able. w{/7-t()f!Ji sre-el {efs. 2 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 25 26 27 28 29 30 31 32 34 35 37 38 40 41 42 43 44 45 46 4 5010 55 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. CALCULATION NO. OPTIONAL TASK CODE 1 s-c:;oo COE 014 020 pt;,p c 67 Of:> C Engineering and Design (of) Tunnels and Shafts in Rock; U.S. Army Corps of Engineers, Engineer Manual EM1110-2-2901 Hoek, E., and Brown, E.T., Underground Excavations in Rock, Institution of Mining and Metallurgy, London, 1980 Proctor, Y., and White, T.L., Rock Tunnelling with Steel Support, Commercial Shearing Inc., 1977 reprint PAGE_!:/_ STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET ... 5010.65 2 3 4 . 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. CALCULATION NO. 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OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE {0 1r:;r:;oo G(A-) 67 tJG c_ <X) ]:+ 1~ ~rt> u_sefvl fr:J convey-+11J.e prc!Jf'C{r11 -{_roM. IYI(fvl~ fv er,c;,neerlnz. un1h. The ;.est pro6feW1 t! reqc£.tv5ff't/ c<r,d T11e ccf/;(-e 15 cne cf<ed by COMpo.ru; F4c fer Of s~fle fy gock 'Prco.er hes ' S' I G C.. :: ! SO f"\ Pa.. ·x J.o tss ,· : 21. S 8 .is i "· 95 MP~ J?M. ::;;:: 1_.5 d..fl"tt,enr;r~>'!/t>sS :$ .:: • ob '7 4. 1m e 11<; 1 o " /e j) & c;AMMA= o.aa7t;!::l_ x!:.3ol{a,.,.,) _ )<j;<IO I/;· -= /71 9 ..& I'Y'I "3 ff"J. 4.44~ AN •-Ft ;J EMoDULUS= 7000 ~x. l.Ot<-li = 1 ()(}Olr9r~~ = 1.0 >do'psi C..9S M.Pe... HoP.:z .. STRM11b ::: :2-.0 ct{mt>V1'S!ai\(q~s p..N LA -0 I 2-s ot t M € VIs I <H\ t.e ,'5 1Y ( ""e f-€rs )( lj. 30'1'6 ~ I I I 8, 77 Ff-de~ 2.G. ~ y. 3fJ/J3 .::::-8 ). 30 ff-w td~ '3!~ lr 'f.31JLf8 .::: /02&.9 $p~"''':) 11 11 -e depn,. t;; ,.... '/. ·lt ~t6 * f2..G.5 ff ra.cl H.l'i S {ored 1 ;, TA-{! F D 5 __.,. B !<AD, Lk . 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S -6--:::: I/. tt --? t cJ. c ~It~ fO.lf te.+-r-=-too 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 25 26 21' 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 .t.5010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION u GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE I z._ 15'~00 6(A} 6 7 0&7 c_ In t:A:(c/t no 1'1 fo ven fyr ~ ry..~. t _r;, e (oclf' (j)Q .s ;:ropl'r !; j:f/'/<.:::1 {~ I (ru_Yl on p-6 ~:9) e1.nd prcp<fr!y Conver -+>c( fo eYJ_c;tnr"ero) u nt t<; Fr{) f'Yl m-e fn L (run X o n !?· 6 +I O ) -;:&r tn e)>/ 0 \J~ /1 ftcc( ho~r~ COY15f5fs o--f't/a. 1/c/a.ftc;tr. or T-h-e baul/ldcl!"'/ fe r e fNI t"n f M-e .rtro d. Tfj($ 9ua_.lr/1cctf-,o'V? ;j done hy Ch<tckr~ f(!fl r:5u(l-s a9:7/~5-l aYI rdec(/:t?.-.Pd Shc·p~ f:cr lvhlc/4 The. sotJf-to~;, /5 fcnowi')Uf'yo,.., rn~ {hf!or~ of e r~s hct fy. . £ l f!{2tic. 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( \ C( ( .A.5010.65 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 20 2 I 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET , ... , .. " '" """ "' EDIT CALCULATION IDENTIFICATION NUMBER CALCULATION NO. ~tADV GUTP!JT ()7 NOTED MAR 1 3 1986 D.Cregger ! -~ ~ .; ,_; i.' f 6. 55.44 JOB 5509 !HAS?395 SOt.JBAAZ E~CE:1 ------JES2 JG2 STATISTICS ----- 13 ,~AR 36 JGB EXECl~TIQS JATE 13 CAR~~S qEAD 272 SYSDJi PR::n REC0RDS 0 SYSJUT PV~~ct: RECUR[;S 22,! 86 SYSDUT S?UGL BYTE5 ;) I 04 MINUTES EXECUTION TL~E S Y S T ~ ~ / iS0638AAZ JOB Ar~! CRE56ER i ~SS~EVE~ =1, ,~S5CLASS=~~ 103 5509 f+t JOB?AR~ R£6ION=500K, T I~~=! ! /STEPLIB DD DSN=\IJD. GEV. LDADLI3, D ISP=S~R ! /FT!GFOO! JD SYSOUT=t 00000050 I /FT06f001 DO SYSOVT =f 000C(l06(J I IFT05F001 DD t 00000070 IEF'23b·I ALL-nt:'-FOR S063BMZ STEP1 IEF237I 970 ALLOCATED TO STEPLIB lEF237I 7D;j ALLOCATED TO SYS00400 !EF237! JES2 ~LLCCATEJ TD FT!OFOO~ IEF237I JES2 ALL:JCATED TO FT06F001 lEF237I JES2 ALLOCATED TC FTOSFi)e! IEF28SI WJL ~lEV .LCADLIB IEF255I VCL SCR NOS= ST~325. TC(":=~t: ~ ... _, ~'..i..!.i. SYSCTLS. VSTRS06 :EF235I VC~ SER ~US= 5T2306. IEF255l JES2 c :OB05509 I SG01 Oi IE~28Sl JES2. :0305509. SG01 03 IE?235l jES2 I :DEDS509. S1 0101 IEF373! ST~? iSTE?! / fT~RT 86~)72a 1355 I~F37~1 STEP /STE?f I Si;JP 56G72.1E55 t~l= ) I JCL •••••••••••••••••••••••••••••••••••••••••a•••••••••••••••••••••••••••••• '':~~ ········································=··············-'0::-.J .. . }03 -S0628AAZ, SUB~ITTER -CRE6~ER .. ~n~! ... F;: -:5.55.40, 01/fJ/86 OPTIONAL TASK CODE () 0 c__ PAGE~ 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 ("' 20 21 '- 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 • 5010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATIO N SH E ET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. tS5oc:> DIG(~ 5 GROUP CALCULATION NO. OPTIONAL TASK CODE D7 . :;E? ~UrlBER -• I ST£P ~;:'!t . £TE?~ • ::~:6~~~ \.:.~~ ::LE.'! f ~~~ f ;~~ :S.SS.t2 T~ :5.55.44 .• £.~0!N6 COND!riON -RETURN CCf:~ C, PEE::~ US£~ ~2!t~·, ?£P.~G~~r,~( E s!la:• -t, mPs -o .PA6ElNS .. 4, PAEEDUTS -O, v!J PASE!il£ -C, VIG P45EGJTS ( fJ-LC PAGE l't -!) t S SDO~~(A) --()7 .:PU TIPfE-t.!O SECS, E:CFS -t 7 ~C~-~!~. i"J ums-!.!2 sm .SYm RECORDS -b, m~s-I Q TAPE, C "E~~. ! FER~!, cnsr : J!}, 9Z L~~K?ql:tE} .::XCPS/OO~A~E -7 iS~EPt.I3 ........................................................................ I ''''''''''''''''''''''''''''''•••••••••••••••••••••••••••••• !EF375l JOB /S06JBAAZ/ START 86C72.1855 IEF376I JOB /S06JaA~Z/ STO? M072. taSS CPU .;m 01, lOSEC SRB G"l , N CO.CGSEC ····················································:··················· ···························································· l .TOTAL CPU mE ~ 1.10 SECS, TOTAL EIC?S -f 1 ~ON-VIO, ) ) ) ) ) ) ) ) ) ) 0 VIOl, TOTAL CPU UNITS -1.11 SECS • TOTAL JOB COST ElCli!OlNG ?RUT CHARGES = Sv. 92 ········································································ ···························································· 70 ffffffffffffffffftf t 2-D ST!!ESS AXAl YSlS BY THE BOiiNDm EmENT mHOD t t PLAN£ STRAIM CONDITIONS, FICTITIOUS mlP LOADS t fffffffffffffffffff 8£1123 VAUDAT!Oif: CIRCULAR TII~HEL AT ~E?TH aF 1000 F1 00000080 CODE OF PROBLE~ TYPE = 2 ROCX PROPERTIES: SISC = 15.000 KS! R" = 2.50 S = 0.10000 E "CDI!LGS = 8QOO.COO ~S: RNU = 3.2 Emm EEO~mv: ~m = 1 m = ' KZS = c ~etc = zr, :lSL = 3 OELH = 2.000 STRESS AliAlYSIS IN 6RAV!TATIOMAL ~EDIA liAIIIIA : 170.00 PCF STRESS RATIO : 1.00 ?· l'f I I I I I I I I I I I I I I I I I il ( 2 3 4 5 7 8 9 10 II 12 I~ 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 ~0 31 ~2 3~ 34 ~5 36 37 38 39 4Q 41 42 43 44 45 46 .. 5010.65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISIO!J & GROUP 6(A) CALCULATION NO. OPTIONAL TASK CODE PAGE p ) ) ) ) ) ) ) ) ) .J IS"S00 1~0.000 NH z 07 F:~SI-ll !FEST-:! \LAST-l: Clfcc /S r;a()-6( 11) -0 7 p-rs SiRESSE5 AN~ ~!S?L,\CEWiTS , ANti F.U~U9E C~:·~:lDN AI ::n~s Cr 2:J:~J iARY ELEI!ENiS ' .. .. .d F.:, S cz SET.~ s:s1 5163 1 1004.341 10~9.620 .J51~·06 1.50 02 !. 946 H.A XO FAilURE l 10!2.591 1048.1!2 .351E+06 1.56 G2 1.94.5 N.A NO FAILURE 3 102!.~50 !045.m .J50E+06 1.81 ~2 L 951 ~.A HD FAlLURt 4 1028.5b9 \040-802 .3~9£•06 U9 02 L 95? U ~a FAll~RE ~ 1035.220 1035.22! .348E+06 I. U 02 I. 964 U MC FAILURE 6 !04Q.3C2 !028.570 .3~6£+06 1.63 02 L97Z N.A NO FAILIJRE 7 1045.143 1021.051 .345£+06 !.OJ 02 I. 982 U Nil FAILURE 8 1043.1!2 1012.m .343£+06 1.56 G2 I. 991 N.A Nil FAILURE 9 t04U20 1004.341 .34!E+o6 :.3a OJ 2.003 N.A NO FAILURE 10 :o4U10 m.m .3Jrt+o6 t.Ja 02 2.015 U NO FAILURE ll 104!.112 987.!08 .337£+0& 1.25 02 2.026 U Mil FAILURE 12 1045.143 m.m .mE+O& ua 02 2.037 U Nil FAILURE 13 104o.AC2 971.430 .lJf£+06 1.19 02 2.047 N.r\ NU FAILURE !4 !035.221 %4.779 .332£+06 1.31 02 2.056 U Nil FA!LUR£ 15 1028.570 959.198 .331£+06 1.25 u2 2.064 N.A HC FA!LUP.E 16 1021.051 954.857 .3JOE+06 1.31 01 2. 070 N.A HC FAILURE 17 1012.592 951.a&7 .JZ9E+06 t.:9 01 2.074 N.A ~1l FAILU~£ 2.07b H.A NO FAILURE ,, .. :z -9o.ooo -.807E-n -.mE- -~o.ooo -.mE-12 -.!m- -?o.ooo -.mt-oz .sm- 90.000 -.9b5H2 .mE- '10.000 -.9J2H2 .mE- ·90.000 -.871£-02 .545£- -90.000 -.784H2 .688E- 9(i,tJOO -.675£-02 .3!4E- (X = (DOLf.)'-/1 -t ~9?.(,':>9 -)_OOO.ooo -:-1. lc:D(),OOO Ot< (.?. ::;; 9SO. )~):::::: !OOO-S.o-o pornf r~ C'!fr$tf FMM <!J=!Bc Gro..vtfy ~ft~ss = (· c_ 1.. • t.o flO 3So.CC ..-. f.fc/r;¥to 5 psf 90.000 ·.431£-02 .!·)~f-.. I F -10.00~ -.245HZ .t:'~E-• (DlO )( ID . f II ')( n ... ;;. o.l'3 "' · ·--· 2:9l. c.rovJV\ o-r rec:-58 1004.341 950.350 .329£+06 !.:3 ) 19 995.659 950.J80 .32'1~+06 i. :3 ·9·! :'0•1-~".~-OJ (:~1 r f ·1J.CIJ'l .d25E-•J:i .:OeE-~.:: 3. 1,9 >r 10 c; p£>; , 2.076 N.A NO FAlL~RE ~0 987.108 951.a87 .329£+06 .575 ) 01 2.074 N.A ~'0 FAilVilf 21 m.9so m.m .J30E+oa .m 01 2.070 N.A Nil FAILURE Z2 971.430 959.191 .33!£+06 .750 02 2.064 U MD FAILURE 2J 964.779 964.779 .332£+06 .563 02 2.056 U JIO FAILURE -i'UCO .~45H2 .:o:£-~ ~ I. I~ ps \ ·90.ooo .4vtH2 .:u~£- -9o.ooo .mt-o2 . mE- ·90.004 .mE-02 .am- 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 34 35 36 37 38 39 40 41 42 43 44 45 46 - • 5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. !5Soc CALCULATION NO. OPTIONAL TASK CODE PAGE~ ) ) ) ) ) ) ) ) ) • ) ) > ) :s -~~!.3:" ·.. " '1'~ .... ..;. '" 95t.!37 ..... 9~~.·==~ )~ ~.952 ~~ 9~~.193 \. ~ \'. 'lo ~ '!95 .b58 u 1l0t3H ~.A ~~!2~!9~ N. ~ !':i~ .:)50 1C i:" ~:~·_.r: . 3JS: •1)6 ~ >· SC FA:~.'JRE .237E•06 .315 ~iG FAILJRE . 3J9: t!)Q • 2~(\ .... L ·77: ~.A ~0 FAilURE .J41E•06 .:~u NO r;,rL~P.f .:inEHo .250 ~D fAli.URE .m:•oo .m SO fAa~RE .m~+o6 .J\3 ~o r A:~u.qf .348~+06 .250 ~C ~A:LVP~ .349£+;)6 .:35 ]2 964. 77? !035.220 :·: !.9-~4 JJ 97:.m ;~;2 1.957 :4 ?75. 949 c: L951 J5 947.10! Q2 !.148 ~~ 99).653 1.946 ~N = ! U ~11 'G~RE :o~s.m .35·JE•·)6 .:ss N.A ~0 i'A;L~RE l048.l12 .J5!E+il6 .183 U ~0 FAILURE .JSIE+O~ .115 NO f~lLURE 07 -= ). ~0.1)0(1 .944E-Ol -.113E- .mE-o: -.:m- .so7H2 -.mE- -90.0;)0 .b99E-02 -.559E- .56oH1 -.mE- -90.00·1 .410E-02 -.lbOE- -90. 001) .257E-02 -.82!E- .BbiE-<13 -.552£- STRESSES ~NO D!S?LACE"ENTS, A.~D FAILURE cmERlON ~' JHTERIOR POISTS CI F.~.s ! 1004.515 vz 2.122 z 1011.409 02 2.123 3 !021.896 02 2.127 ~ !029.7!6 02 2.132 5 1036.635 02 Z.1l9 6 1042.440 02 i.l48 ' 1046.955 Ci t ~57 a :o5o.oH 2. !b! :c\ t05L61~ ~: ? .l ?·; .. !050.(~4 Cl· Si61 SIGJ 3ETA __ . 105!.612 .343£+06 ~9\JE+04 H.A NO FA!LUtt-- 1050.0« .342£+06 • 911£+04 U NO FAILURE !046. 955 .342£+06 • 907E+04 N.A NO FAilURE 1042.440 .341E+06 .901E+04 U HO FAilURE 1036.635 .340E+06 .593£+04 N.A NO FAILURE 1029.717 .335E+06 .aasE+04 N.A NO f AllURE :02!.896 .336£+06 .mE+o4 U NO FAILURE 1013.409 .334£+06 .ab4E+04 U Nil FAILURE 1·~01.515 .JJ.JE-06 .35JE+·J4 U NO FAILURE 995.134 .331E+06 .84!E+04 U NO FA:~VP.E ?86.590 .329E+06 .33uE+04 U ~Q FAtL'J;E '17!.104 .327E•06 .819£+04 U ~0 FAILURE :3 !042.HO ?it~aJ .J25E+06 .ao9E+04 02 2.223 U NO FAILURE 14 02 15 02 IOJ6.bJ5 963.365 .324£+06 .800£+04 2.232 M.A 110 FAILURE t029.7t7 m.560 ,J22E+06 .793£~4 2.244 " U ·. . .0 FAilURE ALPHA ux Ul -55.002 -.5J4E-03 -.3!4E- -65.o05 -.404H2 -.mE- ·55.007 -.547£-02 -.641E- ·45.000 -.672E..02 -.532£- ·35.010 -.mE--42 -.40JE- -25.011 -.556E-o2 -.mE- ·15.012 -.9~8£-02 -.103E- -5.0!2 -. 9JJE-02 .588£- 4.987 -.92'1£-02 .222E-~ ~usa -.597£-02 .JalE- Z4.939 -.8J8E-02 .5J!E- 34.990 -. 754E-02 .669£- 44.9111 -.64'1E..02 .159E- S4.rll -.525f~ .590E- r:~~~-'~~<~~: ~.. • . u OM··~~· our~~ 0 --- CALC IS r; 00-c~( /t) -07 .._ - - r~ !6 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 IS 19 20 ( 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 3B 39 40 41 42 43 44 45 46 ... 5010 65 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. /55 Dot DIVISiq.LII u GROUP &<...A) ·cALCULATION NO. OPTIONAL TASK CODE PAGE \7 0[ 02 . , ~2 ) ·~ v. ) ) ) ) ) ) ) ) ) ) ) 13 ~67. 965 < ,; i'C ... ' .v;. .... , .e . ):JSH2 · .5&4E • !4 ,, -- 12, 5£5SIOH CHARGE = C fTL.C IS 500-r!::;( I!)-0 7 p-17 -~ A+ pCll''<?" a.= soff f;,r fl.,(. hol-e r4dl(.l~ ('"";; r~d 1-:d c( ts f-ct "c <-f YOM ( -t "'+e v of 1-.o/ fJ r= toSS.S9G,-rooo.ooo; 5"5.59~ A+ porYif ~0 C 2 : IDSS. 59fo 1 sh;; Sv.::; /OS s.;9bflx /70 ...!.2. .:::-I· 79 K' IO s tr.:)~ f . . -ff ") I I+ 15 ~ t:;:oo posth~"' o-V\ D-. C.IYc{-e> so 0 o;.~ 1 ~~rror;){l-J_o' )+ s .. ~ /j_lfc \13. 1.1) UJ ( l 2-. 5"?. 5.9b • ~ l I Y 7.. y u (t1S Vr'=' / .. 79 x-10 4 -O,t7J >rt0 5 ~ 0.'3/7-:.--/0Spsf 01( frc.fJ\ O~r+ ... Dv V'{ tl ( f 9fo 7} Rock JVl ( r lo.-d,-11 q q "'~ \ht. pec,rJ'-of Strucf-vvt"<; ,-;.. f2-ocK. J p.'i9f.:> :, lilt ux:h. precftc..fs {.,Jtt1u~ q,., ovder 6fY'fldntfu4e f1t e. p rtn~tp4 ( ~ ft"e'SS~ S. ) ..::~&~ eqy4t(ons ~ct:}~~&~b:rtAJ.rr~( sfr~ss f,e rd. TI,e f~t probfeM !<5 ftJr tt dr!J,_vt fctf-r(H'l1) sfr..e}S so cLnew test-proi:>(eN... IS ~coM~e.vrcl-ed . ' . 2 3 4 5 G 1 a 9 10 II 12 13 14 15 16 17 18 19 r-20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 31 38 39 40 41 42 43 44 45 46 .... 5010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION CJ. GROUP CALCULATION NO. OPTIONAL TASK CODE PAGEJ.ii !St;;OO G(A) 07 0~ c L.. ";;;: ~ (-~:"' r r l·' ," +? '!', 14 v-1' J".J/1 '"" fc· . T .J ; < ..,.,-· } ' '-T"L II . • 1{<9-lk} t. u.v.d Fjrc-cun, 1 c;.T 1' E,...,..,P,,YIC.C!f Sfr~,p •• 4/J.t. G--,;1-">·:::.t'~ Far P-ock /V?tiS ~f'S I< ;t5c£ r G-ed f~cc.. £_,....c,, D './ J 6 T9 i ~ rp .f. !.9'3C~1 pp 1013-to_)). v Erv?(ho',... {JJ) I~ Dl'l)p. 7-{-z.. /5 thf :She.:tv ~rlvve rnl~yiC>tl'?- ·F 5 = cr:; f v M oz 63 1-s a;:-2 cr; Fo;r rh-e va..fic(t,.+;e-.:,._ prot;/eJIYI: u n i ~ COI".ttp res 51 t.K 'Sfrf>rt:; rl,_-15 Ks/ r-ock ma_+u-rq f f~Yame t--e,-U = '2, 5 rock ~ ( U.. p(;( Vet f'lt1 er-er-.: (), J rh.e. CI"CMA..~V't aF ihetl'bO-f' t>· I'S, wh-er-e 3r 2..9 x to? p~ f' } r.::..Q. S.:::. '2.0?1 b d I r I ) r s f' . I ' {(:) y (..0 e. Con v-(_vf r:rz fo fS f 15 rrs i )(' tooo r:s,· x ~,_ = z. (ft, Jt;-tO 'F~ f 1 fr5, re·· The cr-i f:ev-t~t.~. ,;, o·Y!p~r,·c'-<./ a VI~ r~;, not-be v()(!tc(q ~· hoWf v..er1 a_ saFef-y-Fo._cf-or ~f 2 see111s recdDf/1<tbl~ ForhaYdrac..t:, LEVEL 2 JAN 75 I OSI360 FORTRAN H EXTEND' DATE 85.282111,47.16 PAGE l ,. R£QUiSTf:D QPT}ONi: ~RE£,qeT:::.Bs,P,tfOT£RH... .... .... "' "' N "' "' "' N --(J)V' ~v.tN-0\.0CD ..... Cft(.AA.t,~N-OIDCD~~._. ..... N N N - - N -0 I<> 00 ... "' Ul " .... N -0 "' 0> ~ 0"1 V\ A .--I ""'""' - ,..-.I -- ~L II ur-tiUN::I J.N l:ttl:l.;li 1'1AIIt:IMAll'fl ut'IJ.MlLti'ZI l.li'IEUJUT'I1161JI :SlLI::ltiAXJ AUTOOI:ll.INUNEI ISH 0002 ISN 0003 ISN oooq ISN 0005 ISH 0006 ISN 0007 ISN 0008 ISN 0009 c c c c c c c c c c c c c c c c c c c c c c c c c c c c c c 12 c c c 9 c c c c SOURCE EBCDIC NOLIST NOOECH OBJECT •tAP NOFORIIAT GOSTHT XREF NOALC NOMlSF NOTERHINAL FLAG( I l 10 INPUT : DISH FT09, OUTPUT : HARD COPY FT06 **************************************************************** BOUIIOARY ELEIIENT PROGRAU FOR THO-DIHEilSIOtiAL STRESS DISPLACEIIENT AND FAILURE ANALYSIS IN HOHOGENEOUS ISOTROPIC •tEDIA UNDER UtiiFORII OR GRAVITATIONAL LOADING. PUBLIC DOtiAIN PROGRAI·I BY BRAY ET AL (1900 I. tiODIFIEO FOR SIIEC IBII 360 AND ENGLISH UtUTS BY O.H.CREGGER (19851 LUIITATION: TOTAL NU11BER OF ELEHENTS I SUH OF NELR I HUST BE LE 36 ******************************************************-********* DitiEtiSION CX136 I.CZI 36 I ,EX1136 l, EXU 36 I, EZ1136 It EZ21 36 I ,PNI 36 I, 1 PNIH 36 I, Ql1136 I, Qtll36 I tBI·ll·ll 36,36 I,BI·INI36, 36 I ,BNH(36, 36}, 2 BNNI 36,36 I ,om 36,36 J,DNI36 t36 I, SBI 36 I ,CBI 36 ),SIGH 36 ),SIG3 I 36 It 3 ALPHA136l,SINBI361,COSBI36l,UXI361,UZI36l,FOSI361,8ETAI361, 4 FPXIJ61,FPZI36l,TITLEI201 ******~******PARTIAL VARIABLE LIST****************************** CX AND CZ = COORDINATES OF CENTER OF ELEBENT EX1 AND EX2 = ELEHENT LENGTHS IN X DIRECTION Ell AND EZ2 : ELEt1ENT lENGTHS IN Z DIRECTION PN,PNti,QI·I,QN,BIIH,Btltf,BNJ-I,Bt-ltftDU,ON,SB,CB :: t!ATRIX VARIABlES SIG1 :. •tAXIHUH PRINCIPAL STRESS AT CENTER OF ELEHENT IPSF I SIG3 :. HINIIIU!-1 PRINCIPAL STRESS AT CENTER OF ELEtiENT IPSF I ALPHA :: ANGLE THAT SIGIIA1 t-IAHES HITH NORUAL TO THE BOUHDARY SINB :. COI·IPONENT ALONG ARC COSB = COIIPONENT ALOtiG ARC UX :: DISPLACEIIENT IN THE X DIRECTION I FT l UZ : DISPLACEHENT IN THE Z DIRECTION I FT I FOS = FACTOR OF SAFETY BETA : ANGLE BADE BY THE FAILURE PLANE HITH SIGI!Al DIRECTION fPX:: PRINCIPAL FIELD STRESS IN THE X DIRECTION (PSII FPZ :::PRINCIPAL FIELD STRESS IN THE Z DIRECTION IPSil TITLE = TITLE CARD FOR THE INPUT ECHO ************ SitlGLE PRECISISON ******************************** ************ ENGLISH UNITS ************************************ READING AND PRINTING OF INPUT DATA HRITEI 6,121 FORIIATI'1'.111 llOX,'M * * * * * * * * * * * * * * * * * •'I llOX, • * 2-D STESS ANALYSIS BY THE BOUNDARY ELEIIENT METHOD *'I llOX,'* PLANE STRAIN CONDITIONS, FICTITIOUS STRIP LOADS •'I 110X,'* * * * * * * * * * * * * * * * * * •'1111 READ!5,10l ITITLEIII,I:1,201 *************INPUT TITLE CARD********************************** TITLE=TITLE CARD; 80 CHARACTERS ARE AVAILABLE *************************************************************** FORHATI20Atll HRITEI6,91 ITITLEIII,I=1,201 fORIIATilOX, 20AII I READI5,111 ICODE,NSEG,HXS,HZS,NCYC,NSL,DELN,E,RHU *************INPUT DATA CARD*********************************** ICOOE=PROBLEtl TYPE; If ICOOE:::2 THEN COORDS BEAS FROtt SURFACE NSEG=NUIIBER Of SEGtiENTS KXS=SYI·IIIETRY AROUND X AXIS ... N - ("'\ a ~ ("t. ~ \ft :1- ~- -~ '--· 0 U'to o,::o o:c 0~ z ~ 2 < (f~ ~: ~~ c , 0 l> r 0 o? •"'-J ~ 0 z z 0 0 , --1 Q~ ()'~.> r 0E "" 0 0 0 ITI , l> Q ITI ~ .-.,.. """' ... !S 0 "'"\ 8: "'"\ ~ ........, (/) (h C') z ;t> ITI r 0 ~ c r 0 ;f:'\ l> )>ITI ..... r a~ 0 ()~ z c~ 0 r ITI )>ITI z -i ~ ..... -- 'TI 0 Z"' 0 z ~ l> ::0 ..... (/) - 0 :r:~ z z rtl C') c rtl 0 3: -i ~ al ITI Qoo, ::0 ::u l> --1 0 Z"' ,....._ ..... ..... ,. LEVEL 2. AN 75 l HAiti OS/360 FORTRAN H EXTENDE DATE 85.282/11.47.16 PAGE 2 .. "' .. .. .. .. C! ..... ~s=aYttHETRY tiROI'.INO....Z o~~xi• "' "' N N'l!Yc11'fl.R'teE~ OF t'1ER'XT!ON l! N N N --N N N N -·---..... -'"~·· c NSL:NUIIBER OF GRID LINES PARALLEL TO THE BOUNDARY II OF LAYERS l c DELti=NORtiAL DISTAtiCE BEniEEN BOUNDARY AND 1ST GRID LINE "' § '"" c E =ELASTIC tiODULUS OF THE ROCH c... c RNU=POISSON•S RATIO OF THE ROCH -· 0 c -~··•****************************•***************************** U'lo 0 ill c o,::o ISH 0010 11 FORtiAH 61 2X, I31 0 3F10. 31 ISH 0011 HR IT E I 6, 317 l I CODE 0~ ISti 0012 317 FORtiAH1H ///,7X,23HCODE OF PROBLEH TYPE : ,131 OP ISH 0013 IF IICODE.GE.l.ANO.ICOOE.LE.21 GO TO 319 z ISN 0015 HRITEI6,3181 p ,, "\ ISN 0016 318 FOIUIATI1H ///,7X,29HCODE OF PROBLEH TYPE IS HRONGI ISN 0017 GO TO 503 ISN 0018 319 CONTWUE 2 ISH 0019 REAOI5o351 SIGC,RH,S < c *************INPUT HATERIAL PROPERTIES CAROw******************* cr~ c SIGC=UNCONFitiED COifPRESSIVE STRENGTH OF THE ROCH c Rtl=ttOHR-COULOitB ROCH HATERIAL STRENGTH PARAitETER :);: c S=fRACTURING PARAtiETER INCREASING FROit 0 TO 1. 0 FOR INTACT ROCK 0 c *************************************************************** )> r ISH 0020 35 FORHATIJFlO.Sl ~~ 0 ISH 0021 IF ISIGC.EQ.O.Ol GO TO 299 c: c: ISH 0023 HRITEI6o361 SIGC,RH,S,E,RNU 1J r )> ISH 0024 36 FORtiAT! lH Ill, 7X,26HROCH PROPERTIES: SIGC : ofl0.5,7H HSI ' -i ......, (/) -i ~ , )0 0 -~ )> to r (/) ~·. lSHRH : ,F10,5,8H S :: ofl0.5,1H //,33X,l2HE tiODULUS :: ,Fl0.3, 0 27H HSI , 7H RNU : , FlO. 3 I) 0 z ISH 0025 SIGC:l44000wSIGC )> 0 ISN 0026 E=144000wE r , 0 ISN 0027 299 HRITE (6,131 NSEG,KXS,HZS,NCYC,NSLoDELN ()~ z ISH 0028 13 FORitATUH ///,7X,19HELEBENT GEOIIETRYl -i • N~ , l28HNSEG, KXS, HZS, NCYC, NSL : ,SI6 ///,7X,Fl0.3 /1 0 IStl 0029 IFIICODE.EQ.2l GO TO 322 0 )> ISN 0031 320 HRITE16o3211 ! z -i ISN 0032 321 FORttATUH /1/,7X,43HSTRESS AtiALYSIS IN INFINITE ISOTROPIC tiEOIAI z 0 ISN 0033 READI5o211 FPXX,FPZZ 0 z c *************INPUT FIELD STRESS CARD IFOR ICODE=1 OtiLYiwwwwwwww z c: c FPXX=FIELO STRESS IN K DIRECTION FOR ItiFINITE tiEDIUtl 0 3: c FPZZ:FIELO STRESS IN Z DIRECTION FOR INFINITE HEOIUtl 1J to c -i , *************************************************************** Qo ::0 ISH 0034 21 FORBATI2F10.3l ISH 0035 HRITEI6o221 FPXK,FPZZ ~~ ISN 0036 22 FORIIATilH //,lOX,llHFPK, FPZ : o2Fl0.3 /Ill r ISN 0037 FPXX=144wFPXK 0E ISH 0038 FPZZ=144wFPZZ ,--. 0 -i c;,. r , )> z ..; e 0~ Zrn ;u (/) z :X: -""' I'll C') I'll ~ ..; 1J ~ )> -i 0 ~ -ISH 0039 GO TO 336 "' ISH 0040 322 HRITE€6,323 I 0 ISH 0041 323 FORttATilH ///,7X,38HSTRE55 ANALYSIS Itt GRAVITATIONAL HEOIAI 0 0 """\ ISH 0042 REAOI5o3241 GAIUtii,FSR , c *************INPUT fiELD STRESS CARD IFOR ICODE=2 ONLYI••****** c GAmtA:UtiiT HEIGHT OF THE ROCK c FSR=FIELO STRESS RATIO OF HORIZONTAL TO VERTICAL STRESS , c *************************************************************** )> G') """\ -ISH 0043 324 FORilAT( :!Fl0.3 I , -ISH OOtttt HRITE(6,3251 GAIII!AoFSil ~ ISH 00Lf5 325 FORI1ATUH //,10Xo8HGAtlttA : ,Fl0.3o7H PCF ,lOHH RATIO= ofl0.3) ISN 0046 336 CONTINUE """' '"'"' II .. J> a> - II LEVEL 2 •. J> "' .. .. J> .. .... N ISN 0047 ISH 0011& ISN 0049 ISN 0050 ISN 0051 ISH 0052 ISN 0053 ISH 0054 ISN 0055 ISH 0057 ISH 005& ISN 0059 ISN 0060 ISN 0061 ISN 0062 ISN 0063 ISN 0065 ISN 0066 ISN 0067 ISH 0066 ISN 0069 ISH 0070 ISH 0071 ISN oon ISN 0075 ISH 0076 ISN 0077 ISN 0078 -~", AN 75 I HAIN OS/360 FORTRAN H EXTENOEl DATE 65.262/11.47.16 PAGE l J> c .. -co ~ *!**•**w**~*tNT~RNAL PRO~~ V•RIABL&S~t"**I*WR**"**~**M*~*~ - - ---- - - • ..o NR = .... eorJNo~Y LA~f'ER"'l-runeelfs !II .... tto "' ~ "' -0 .... 11> ... ,. "' "' -o 1.0 m ...,. (I) ... .. "' N c c c c c c c c c c c 16 c c c c c c c c c c c c * * * PI :: 3.141593 ~ TA :: NUHERATOR HITH POISSONS RATIO ~ TU = BULH NODULUS COEFF. -f-~ G :: SHEAR ~IOOULUS 0 ************************************************************** "1o NN :: 0 0') ::o PI :: ATANl1.0) 11 4.0 () ~ TA :: 2.0~tl1.0 -RNUl oo TJ :: 1.0/l2.0~tPI11TAl . z TU :: 3. 0-4. O~tRtiU o G : E/12.0~tl1.0+RNU)) ' TV :: O.S~tTJ/G INTERPRETATION OF SYiftiETRY CODE HAS :: 0 IF lHZS.EQ.-11 HAS::1 HXT = 21t KXS + 1 KZT :: 2~tlKZS + KASl + 1 DIVISION OF BOUNDARY INTO SEGHENTS I : 0 NSEGG :: 0 HRITEl6,161 FORHATl/// I ELEHENTS CENT X CENT Z . RADIUS RATIO PSI'/ THETl . l FIRST ~X I l FIRST -Z I t;LAST -X) S!l \P~ ~~ ~~ c ., 0 THET2:', )> ,... 0 ILAST-Zl'l) 0~ I 0 )> ,... 0 c ,... )> .... 0 z 0 fT1 z .... 700 IF lNSEGG.EQ.NSEGl GO TO SO Nj ~ 0 NSEGG :: NSEGG t 1 0 )> NELG = 0 z j RELG = NELG READl5,171 NELR,XO,ZO,Xl,ZL,ROS,RATIO,PSI ************•INPUT SEGUEiiT CARDSMIIItltlflfltlllfltltltllllltiiiiiiMMitiiMIIMitlfltlllllt z 0 0 z z c NELR:NU~IBER OF ELEHENTS REQUIRED PER SEGIIENT XO=X-COORDitiATE AT ORIGIN OF SEGIIENT OR CENTER OF ARC ZO=Z-COOROINATE AT ORIGIN OF SEGIIENT OR CENTER OF ARC Xl=X-COOROINATE AT ENO OF SEG~IENT OR INITIAL POLAR AIIGLE Zl=Z-COOROINATE AT END OF SEG~IENT OR FINAL POLAR ANGLE ROS=RADIUS OF CIRCULAR SEGIIENT 0 3:: ., to Qg fT1 ::0 ()'.~ ,... RATIO=RATIO OF THE SHII-AXES FOR AN ElliPTICAl SEG~!ENT PSI=POLAR ANGLE OF THE SEUI-AXIS FOR AN ElliPTICAl SEGHENT 0~ *************************************************************** "' 17 FORHATl7X,I3,7FlO.OI RELR :: NELR g, I 0 IF lROS.EQ.O.Ol GO TO BOO fT1 C DIVISION OF ElliPTICAl OR CIRCULAR SEG~IENTS UITO ELEtiENTS :1 c IF lRATIO.EQ.O.OI RATIO:: 1.0 HRITEl6,1Bl NELR,XO,ZD,Xl,Zl,ROS,RATIO,PSI 1& FORHATl1H ,6X,I3,7F10.31 SINPSI:: SINlPSI~tPI/180.) COSPSI:: COSlPSI~tPI/180.1 )> G') fT1 ~ .....,. ., ' ~ ' .-.., (J) .... ~ fT1 !;0 ~~ r to 0~ c fT1 r~ l>ITI ., ~ --0~ z fT1 ::tl en -::t z md 111 0 ., ~ ~ )> ..... 0 ~ ""' "" ""' ~ LEVEL 2.] ,. AXSN> OQ..79,. a> "''srf'o~mo"' 1- 1-- II ISR 0081 ISH 0083 ISH 0064 ISN 0066 ISH 0067 ISN 0086 ISN 0089 ISH 0091 ISII 0092 ISH 0093 ISti 0094 ISH 0095 ISN 0096 ISH 0097 ISH 0096 ISN 0099 ISN 0100 ISH 0101 ISN 0102 ISH 0103 ISH 0104 ISH 0105 ISN 0106 ISN 0108 ISH 0110 ISH 0111 ISH 0112 ISH 0113 ISH 0114 ISH 0115 ISH 0117 ISH 0116 ISN 0119 ISN 0120 ISN 0121 ISH 0122 ISN 0123 ISN 0124 ISN 0125 ISH 0126 ISH 0127 ISH 0128 ISti 0129 ISN 0130 ISN 0131 ISH 0132 ISN 0133 I51i 0134 ISU 0135 ISN 0137 ... IN 75 ) HAiti OS/360 FORTRAH H EXTENOEC DATE 85.282111.47.16 PAGE 4 I> ._,GQ.:....,1(,.-1Q.. '-' "" "" "' ""N N N N N N N 0 ~G~=~AfiO~O~I~-~I~P~l~.f ~ ~ ~ " "' N N N - N -0 W (%) ~ $ ~ A ~ ~ : 0 ~ (%) ... "' IF fABSIGAI.LT.GDl GA:GO GB: RATIO!!COSIIZL-PSilwPI/160.1 IF IABSIGBI.LT.GDI GB:GO C *************INTERNAL PROGRAH VARIABLES*********************** C CHI : SECTIOH OF THE ARC c ************************************************************** c c c CHI1: ATAH21SINIIXL-PSllliPII160.),GAI CHI2: ATAN21SINIIZL-PSII!!PI/180.l,GBI DCHI : ICHI2 -CHI11/RELR IF IABSIDCHII.LT.GDI GO TO 606 GC = DCHIIABSIDCHII GO TO 605 606 GC : -1.0 605 OCHI = OCHI + IIZL-XLIIABSIZL-XLI-GClwPI/RELR 600 I : I + 1 CHI = CHI1 + RELG•DCHI EX11II: ROS!!ICOSICHIJ!ISIHPSI + SIHICHilwCOSPSiliRATIOI + XO EZ11IJ = ROS!IICOSICHII!ICOSPSI-SINICHilwSINPSiliRATIOJ + ZO CHI : CHI + OCHI EX21II : ROS!IICOSICHilliSIHPSI + SINICHIIliCOSPSiliRATIOI + XO EZ21Il = ROS!IICOSICHII*COSPSI -SINICHllliSINPSiliRATIOJ + ZO CXIII : 0.5w1EX11Il + EX21Ill CZIIl = 0.5li1EZ11Il + EZ21IIl OX : EX2111 -EX11Il OZ: EZ21Il -EZ1111 IF IABSIOXl.LT.I .1E-13lliROSI OX: 0.0 IF IABSIDZI.LT.I .1E-131•RDSI DZ = 0.0 OS : SQRTIOXwDX + DZwDZI SINBIIJ = -DZ/DS COSBIII : DX/05 NELG = NELG + 1 RELG : NELG IF INELG.LT.HELRl GO TO 600 GO TO 700 DIVISIOH OF STRAIGHT LINE SEGhENTS INTO ELHIENTS 6oo CONTINUE HRITEI6o151 NELR,XO,ZO,XL,ZL 15 FO!UIATilH ,6X,I3o4fl0.31 ox : IXL-XOI/RELR OZ : IZL-ZOIIRELR OS : SQRTIDXMDXtOZwDZJ 900 I : I + 1 SINBIIl: -DZIOS COSBIII = OX/OS EXH I l = XO + RELG11DX EZllll = ZO + RELGwOZ CXIIl = EX11Il + O.SliDX CZIII : EZ11Il + O.SliDZ EX21Il : EX11Il +OX EZ21Il : EZ11Il t OZ HELG : NELG t 1 RELG : NELG IF IHELG.LT.NELRI GO TO 900 GO TO 700 ''""" "' .. '-' N -.. g ~ -f-1 1~ 0 U'lo U)::ol I '1 0~ 0!=-1 j '""" '1 < cr~ en z -i ~~ () ·~ l> 111 ~~ r () !."0 c c ("')1 , r l> )> m -i r en 0 ("') -i () z c 111 l> 0 r~ r )> 111 () 111 0~ z -i ~ -t N; 'TI 01:\ () z 111 0 l> ;:o z -i U> z z 0 :X:""' 0 z fTI () z fTI 0 c: 0 3: -i ~ , m '1 -i 111 Qo ;:o l> -1 I.'S"\~ 0 r ~ 0~ "' 21 I '"" 0 111 :1 """ l> G> 111 ~~ I '1 I ''"' .~ .. en /' LEVEL 2.i lSI'{ 0138 .';Isrt ot39~ .. ~N 75 l 50 HAXI = I ~ ~ ~I~J~ ~ UAIN "' "' .... VI l> "' "' .... "' - -~\ OS/360 FORTRAN H EXTENDEr' . <H N 0 "' N N CX> ... N N N N a. 1.1' ,$:1. Vol N N N N -0 - "' CX> ~ DATE 85.282/11.47.16 PAGE 5 - ---.,. en "' .. .... N 0 "' CX> ... a> VI .. .... N - I c DETERMINATION OF BOWiDARY TRACTIONS EQUIVALENT TO FIELD STRESSES I I I~ c c II ISN 0140 ISN 011H ISN 0143 ISN 0144 ISN 0145 ISN 0146 ISN 0147 ISN 0148 ISN 0149 ISN 0150 ISN 0151 ISN 0152 ISN 015J ISN 0154 ISN 0155 ISN 0157 ISN 0158 ISN 0159 ISN 0160 ISN 0161 ISN 0162 IStl 016J ISN 0164 ISN 0165 ISN 0166 ISN 0167 ISN 0169 ISN 0170 ISN 0171 ISN 0172 ISN 017J ISN 0174 ISN 0175 ISN 0176 ISN 0177 ISN 0178 ISN 0179 ISN 0180 ISN 0181 c c c c c c c c c 20 c c c c J28 J29 100 106 19 DO 100 I : 1,UAXI IF IICODE.EQ.1l GO TO 328 FPZI I l = GAlli-lA 11 CZI I l FPXIII: FSR 11FPZIII GO TO J29 FPZIII = FPZZ FPXI I l = FPXX PNIIl = 2.0~tiFPZIIl111COSBIIllll112 + FPXIIl~tiSINBIIllllll2l PNtll I l : 2. 0111 FPXI I l -FPZI Ill * SINBI I l11COSBI I l Ql-11 I l : PNIH I l QNIII = PNIII CONTINUE ADDITION OF BOUNDARY TRACTIONS DUE•TO BOUNDARY LOADS READI5,19l LP1,LP2oBPX,BPZ *************INPUT BOWIDARY LOAD CAP.DS************************** LP1=INITIAL ELEtiENT tMIBER TO HHICH A BOUNDARY LOAD IS APPLIED LP2:FINAL ELEIIENT truiiBER TO ~IHICH A BOUNDARY LOAD IS APPLIED BPX=COIIPONENT OF BOUtiDARY LOAD PER UNIT OF X-PROJECTED AREA BPZ=COitPONEtiT OF BOUNDARY LOAD PER UNIT OF Z-PROJECTED AREA **************************************************************** FORHATISX,I5,5X,I5,2F10.0l IFILP1.EQ.Ol GO TO 105 HRITE16o20l LP1,LP2,BPX,BPZ FORtiATI///6X, 'LP1 =' ,I6/6X 1 •LP2 :• ,I616X, 1 •BPX :•,F10.J/6X,•BPZ :•,F10.J///l DO 107 I = LP1oLP2 PNIII : PNIIl -2.01111BPX-BPZIIIISIN8(Illiiii2+BPZI PNHIII = PMIIII -2.011 IBPX-BPZlll SINBIII 11COSBIII 107 CONTINUE GO TO 106 DETERtiiNATION OF COEFFICIENTS IN EXPRESSIONS FOR STRESSES INDUCED BY FICTITIOUS LOADS 105 DO 101 I : 1,t1AXI CXI = CXIII CZI : CZIIl IFINN.GT.Ol GO TO 104 COS2BI = 2.0 * ICOSBIIllww2-1.0 SIN2BI = 2.0 11 SINBIII 11 COSBIII 104 DO 118 J = 1oHAXJ TH : 0.0 TL : 0.0 HI = 0.0 TN : 0.0 TO : 0.0 TP : 0.0 DO 102 HXU : 1,HXT,2 HX = 2 -KXU RX = KX DO 102 KZU = 1oHZT,2 c.. -· 0 0'1~ o,::o 0~ O!J z !J 0 < cr~ z ~: ~~ c 't) 0 l:> r 0 0~ ~~ 0 z z 0 0 't) -i Q~ ~l:> r 0~ "' 0 0 0 ITI 't) l:> G') ITI I~ 0 l:> r 0 c r l:> -i 0 z 0 ITI z -i , 0 l:> -i 0 z z c 3: ID ITI ::0 0 ~ ---. ~ ~ ....._, ~ 'i Ul ~ z ITI r;n o'll )> ITI r m () ~ c~ r )> ITI -i ~ 0~ Z ITI ITI (f) ~ :r:~ I'll 0 I'll 0 -i ::0 ~ ::0 l> -i ~ '"" "'"' ~ ~ LEVEL Z.l IN 75 I HAiti OS/360 FORTRAN H EXTENOEl DATE 85.Z8Zt11.q7.16 PAGE 6 '""""' ~ ~5~0~2~ ~ ~ ~K~::~Z~Z~11~-~S~K~M~ ~ N N N N N N N N N - l>li U LO~ "L "" 1\ ISN 01M COSBJ :: RX11COSBIJI ... ISN 0185 SINBJ :: RZ11SINBIJI ISN 0186 EXlJ : RZ11EXll J I c.. ISN 0187 EX2J : RZ11EXZIJI -· 0 ISN 0188 EZ1J : RX11EZ11JI '-'lo "' ' 0 0 6: ISN 0189 EZZJ :: RX•EZ21Jl 0):0 ISN 0190 LL : KX + HZ -2 + 1011(I-JI + 100011NN ISN 0191 IFILL.EQ.OI GO TO 135 0~ ISN 0193 RN = ICZI -EZlJIIICOSBJ + ICXI-EX1Jl115ItiBJ OP ISN 0194 Rill :: ICXI -EX1JIIICOSBJ -ICZI-EZ1JIIISINBJ z ISN 0195 RU2 = ICXI -EXZJI11COS8J -ICZI -EZ2Jl11SINBJ p '""""' ~ ISN 0196 RSQ1 = RH111RH1 + RN11RN ISN 0197 RSQZ : RHZ11RH2 + RNMRN ISN 019& TB : Z. 011ATAtlZI I Rill -RH2 l11RN ,( RN11Rti + RH1MRN2)) !2 ISN 0199 TC : 2.0 11RN 11 IRH1/RSQ1 -RH21RSQ21 < ISN 0200 TO : IRN11112 -RH1111121/RSQ1 -IRN11112 -RH2111121/RSQ2 cr~ ISH 0201 TE :: ALOGIRSQ1/RSQ21 ISN 0202 COS2F = 2.011ICOS2BI11ICOSBJ11112 -0.51 + SIN2BI11SINBJ11COSBJI ~~ ISN 0203 SIN2F : 2.0!115IN2BIIIICOSBJIIII2 -0.51 -COS2BI11SINBJ11COSBJI 0 ISH o2oq GO TO 137 > r- ISN 0205 135 TB :: 2.011PI '-"'~ 0 ISN 0206 TC : 0.0 c c ISN 0207 TO : 0.0 "') r- l> ISN 0208 TE = 0.0 ..... """\ (/) ..... ~ 1"1 1:(1 01\ ;t:. CD r (/) ISN 0209 COS2F = 1. 0 0 ISN 0210 Sltl2F = 0.0 (") z ISN 0211 13 7 CONTINUE l> 0 ISN 0212 TK : TK + TB11RXwRZ r-1"1 (") ISN 0213 TL : TL + TE 0~ z ..... ISN 021q TH : TH + lTD + TA liTE J IICOS2f + lTC -TA IITB 1115It12F ISN 0215 TN= TN+ 1111.0-TAIIITB-TCliiCOSZF t ITDti1.0-TAIMTEl11SIH2Fl11RXwRZ ~~ 'TI 0 ISN 0216 TO = TO + ITO + TA liTE I 11SINZF -lTC -TA IITBhCOSZF 0 l> 0 ..... c 1"1 r~ :t:-~ -1 ~ 0~ z 1"1 ;:o ISN 0217 TP: TP + 1111.0-TAIIITB-TCI11SIN2F-ITDti1.0-TAIIITEIIICOS2FlMRXwRZ z ..... ISN 0218 102 CONTINUE z 0 ISN 0219 Bt !111 I , J I :: I TL + nil 11 T J 0 z ISN 0220 BIINI I,Jl : ITH + TtU 11 TJ z c ISN 0221 BNHII,Jl = ITL-THI 11 TJ 0 s:: ISN 0222 BtlNII ,J I = I TK -TN I 11 T J -o CD ISN 0223 OBI I, J I = TO * TJ ..... 1"1 Qo :0 ISH oz2q DNII,Jl :: TP * TJ ISN 0225 118 CONTINUE (J'>~ ISN 0226 101 CONTINUE r- ISN 0227 IF INN.GT.Ol GO TO 404 (J~ -ISN 0229 H = 0 c ,.. (./) z :X:~ fTl 0 fTl ~ -1 -o ~ l> -1 0 ,., c DETERMINATION OF FICTITIOUS LOADS (") 0 c 0 '"" ISH 0230 qoo DO 401 I = l,HAXI 1"1 ISN 0231 QIII = PNt·tl I I ISH 0232 QNI = PNI I I ISN 0233 DO qo2 J = 1oHAXJ -o ISN 0234 IF II.EQ.Jl GO TO 402 l> (i) "" --ISI1 0236 Qtll:: QHI-DH!I,JI IIQH!Jl-DNII,JhQNIJ) 1"1 ISN 0237 QfU :: QNI -BNHI I, J I wQtl( J l -BNNI I ,J hQtH J I I~ ISN 0238 402 COHTitiUE ISN 0239 DENOH = BNNII,Ihmtii,Il-DNII,IlwBtlmi,Il '""" ~------------'"' LEVEL 2.1 "' aSti.-OZJ,lO "' "' 'tstt"'ot41 N ..... ..... II ISii O<!IH! ISii 0243 IStl 02'14 IStl 0246 IStl 0247 ISH 0249 IStl 0250 ISH 0251 ISH 0252 IStl 0253 ISN 0254 ISN 0256 ISN 0257 ISN 0258 ISN 0259 IStl 0260 ISH 0261 ISH 0262 ISH 0263 ISH 0264 IStl 0265 ISN 0266 ISH 0267 IStl 0266 ISN 0269 IStl 0271 IStl 0272 ISH 0213 ISN 0274 ISH 0275 IStl 0276 ISN 0217 ISH 0276 ISN 0279 ISN 0260 ISN 0261 ISN 0282 ISH 0283 ISN 0284 ISN 0285 ISH 0286 IStl 0287 ISN 0288 ISN 0289 ISN 0290 I!iN 0291 IStl 0292 !Stl 0293 ISH 0295 ... ~\ N 75 I HAUl OS/360 fORTRAtl H EXTEtiOED DATE 65 • .262/11.47.16 PAGE N N N ------... .,.cm.HJ...= <J.Qt\hBMil<l1IJ .....,QtihrDtlt~.~~~.GEI'iQ~t .. N 0 ""QtffiJ"": 'fQtth thH't.I'1 --Qtfti!BfiHt'tlr1li'DEtfetl ... "' N -0 U> Q) ., "' (.1' ~ VI N -0 I.D (I) c c c c c c c '101 CONTINUE H = ~~ + 1 If IH.LT.tiCYCl GO TO 400 DETERUINATION OF STRESS COHPONENTS1 PRitiCIPAL STRESSES AND DIRECTIONS 40ft DO 500 I:l,NAXI IF IICODE.EQ.ll GO TO 403 FPZIIJ : GAIIHA~tCZ!Il FPXIII :: FSR ~FPZ!Il 403 SHI : 2.0~FPXIII SNI : 2.01!FPZIII SHHI = 0,0 IF!NN.GT.OI GO TO 405 Stii : 2. 0111 I FPX! I I -FPZI I I 1111 COSBI I 11~112 + FPZ! I I I SNI : 2.01!l!FPX!II -fPZ!IIIIIISINBIIIIIIII2 + FPZIIll SHill = 2. 011 I FPXI I I -FPZI I I l11 SitiB( I l11COSBI I I '105 DO SOl J : l1HAXJ SNI = StU -BtnH I1JI S~II = StU -BUIH I I J ) Stnii : SNIU -DH! I ,J l SOl CONTINUE SDI :: 0.5!!1SIU-SNil !IQIII J I -BNNII I J I I!QHI J) 11QHI J I -BBNI I, J I I!QNI J I 11Q~IIJI -DNU,JI 11QHIJI TAUIIAX = 0.5~tSQRTISDiu2 + SNIIhl!2 I SIGliii :: 0.2SIIISIII+SNII + TAUHAX SIG31Il :: 0.2SI!ISIIltSNII-TAUHAX TR = 2. O!tTAUIIAX t SNIU -SOI IFITR.EQ.O.Ol TR :: 0.00001 ALPHA!Il:: 1180./PIII!ATAN(l.O + 2.11SOI/TRI 500 CONTINUE DETERUINATION OF INDUCED DISPLACEHEtiTS DO 601 I=l,~IAXI CXI =CXIII CZI :CZIII uxx =0.0 uzz =0.0 DO 602 J:l 1tiAXJ DO 603 KXU:l,KXTI2 KX : 2-KXU RX : KX 00 603 KZU:l1KZT,2 HZ: 12-KZUI!!Il-KASitHASIIKX RZ = HZ COSBJ : RX•COSBIJI SINBJ : RZ11SINB!JI EXlJ : RZ11EXliJI EX2J : RZIIEX21JI EZlJ : RX11EZliJI EZ2J : RX11EZ2lJI Rll : l CZI-EZlJ hCOSBJt I CXI-EXlJ lwSitl8J LL = HXtHZ-2tlOwii-Jltl000MtUi IFILL.EQ.OI RN : 0.0001 RHI : ( CXI -EXlJ hCOSBJ -I CZI -EZlJ l~tSINBJ 7 ...., Q\ Ul A. ""'\ ~. . ..., uo N - ... "' ""'\ ~ -~1 0 I~ \J1 o I I ""'\ 0):0 0~ 0~ '"""\ ......... < cr~ (I) ·--b z z ~: (") l> I'll r-ttl ~~ (") O'l c c r-"0 l> )> tl) -i r(l) 0 () -1 z c~ (") r I'll l> 0 r-I'll )> z (") z -i ~ OF -i O'Ji );> , z I'll r--J:j (") 0 );> :0 z -i (/) z :t:~ 0 z z fT1 (") 0 z mg c 0 :c -i , tl) ~ , I'll -1 :0 l> Qo -i z 0 (5'..:1> ~ r- 0~ "' ol 0 I ~ 0 ~ "'"\ "0 );> G) I'll I~ I "'"' I """ ,...... ,.-.. LEVEL 2.1 N 75 I MAIN QS/360 FORTRAN H EXTENDED DATE 85.282/11.47.16 PAGE 8 --------.. iSN,.0296 ,. .. " ..,.Rna =-...tcxi ... EllC2.lhCOSB..I -v~IWI,.. 1a2JJ11SdN&J N N N N - - 0'1 'tsN"'02'17 N -0 "'R~l 1!. ~RT't'RtltiiR'A1 ~ Rl'htRRl"' m '"" q, "' .. .,. N -0 "' a> ..... O'l (.A .. Vol N 0 ..0 OJ ..... (n t..A A i!Rif2-+-RNiiRNl ISII 0299 RNO = -EZ1JIICOSBJ -EX1J11SINBJ ISN 0300 IFIABSIRNOI.LT.0.0001) RNO : 0.0001 ISH 0302 RlllO: EX1JIICOSBJ -EZ1JIISIIlBJ ISN 0303 RIIZO = EX2J!!COSBJ -EZ2JIISIIiBJ ISN 0304 RSQ10 : SQRTI RlllOMRUlO + Rtl011RNO) ISN 0305 RSQ20 : SQRTI RII2011RII20 + Rt!011RNO l ISN 0306 IFIRSQ10.LT.0.0011 RSQ10: 0.001 ISN 0308 IFIRSQ20.LT.0.001l RSQ20: 0.001 ISN 0310 IFIABSIRNOl.LT.0.0001.ANO.RSQ20.LT.0.0011 RSQ20 : 0,001 ISH 0312 TS : -RN MALOGIRSQ2/RSQ11 ISN 0313 TR : -RN t~ATAN211Rti2-RillhtRH,tRNliRHtRUbRI1211 ISN 0314 n = TU 11 I -RIIhALOGI RSQ2 ltRUhALOGI RSQ1 l tRII2-RIIlt TR) ISN 0315 Ul-t = TV t~ITSI!QN(J)IIRXMRZ-ITTtTRl II QUI J)) ISN 0316 UN = TV t~ITS!!mi!Jl-ITT-RH2tRHl-TRI11RXIIRZII QHIJll ISN 0317 UXX : UXX -UII11COSBJ -UH~tSINBJ ISN 0318 UZZ : UZZ + UlhtSIIiBJ -UN!tCOSBJ ISN 0319 603 CONTINUE ISN 0320 602 CONTINUE ISH 0321 UXII I :: UXX ISN 0322 UZIIl: UZZ ISN 0323 601 CONTINUE ISN 0324 ~IRITE16,1191 NN ISN 0325 119 FORIIATI '1' ,5)(, 'tiN ::• ,I3 I ISN 0326 IFISIGC.EQ.O.Ol GO TO 420 ISN 0328 IFINN.GT.Ol GO TO 611 ISN 0330 HRITEI6o6121 ISN 0331 612 FORIIATt1H lllo4X,&2HSTRESSES AND DISPLACEMENTS , AND FAILURE CRITE 1R ION AT CENTERS OF BOUIIOARY EL EtiEtlTS I ISN 0332 GO TO 613 ISN 0333 611 HRITEt6,614l ISN 03H 614 FORIIATI 1H Ill ,q)(,68HSTRESSES AND DISPLACEMENTS, AND FAILURE CRITER liON AT INTERIOR POINTS) ISN 0335 613 liRITEt6,25l ISN 0336 25 FORHATtlH 111,3X,2H Io6X,2HCX,9X,2HCZ,6X,4HSIG1o6Xo4HSIG3,SX, 1 5HALPHA,6Xo3H UX,7Xo3H UZo7X,5HF.O.S,6Xo4HBETAl c c FAILURE CRITERION AND FACTOR OF SAFETY OETERIIINATIONS c ISN 0337 DO 620 I=1,HAXI ISN 0338 IF tABSISIGl!Ill.LT.0.0001l SIG11Il = 0.0001 ISN 03110 SIGT = O.S~tSIGCIIIRH-SQRTIRHIIRHt4.011S)l ISN 03111 IF ISIG31Il.LE.SIGTI GO TO 622 c c CHECK FOR SHEAR FAILURE c ISN 0343 TSC = SQRTIRH11SIGCIISIG31IltSI!SIGCIISIGCl ISN 03114 FOSIII : ISIG31Il t TSCJISIGliii ISN 03115 IFIFOSIII.GT.1.0l GO TO 621 ISN 0347 TAUt! : 0. 5!d SIGll I l -SIG31I ll ISti 03118 TCII : 0. 2511SIGCIIRI·I ISN 0349 TCIIl : SQR Tl T 1\UIIM TAUII + TAU!Iw TCII I -lSii 0350 TCtl2 ::: O.S11TC~I ISN 0351 BETAIII = 0.5111160.0/PilwATANITCHl/TCH2l ISN 0352 ~IRITEI6;6l6l II,CXIIJ,CZIIl,SIGliiJ,SIG31Il,ALPHAIIJ, 1 UXIIl,UZIII,FOSIIJ,BETAIIll --------------·-----------·----------------------- II t.o N - c.. -· 0 0'1~ O):U 0~ 09 z 9 0 < cr~ ~~ n )> "-""~ r n c c -o r )> -l 0 n z )> 0 r n I'll OF z -l ~~ "T1 C1 0 )> z .... z 0 0 z z c 0 s: -o m .... I'll Qo :u (l\; r 0~ "' C1 ,0 0 ITI -o )> Cl I'll ~ .. :§ 0 8: ""'"'\ ,......._, '\ (I) .... 'IS> z IT1 r;tl (")~ l> m r (I) (") .... IT1 c.'"!v r I'll l> z -i Cl o-i z I'll :u (J) z ::I:~ ITI n ITI ~ -i , ~ l> -l 0 ~ "' "' ~ '""'\ I I LEVEL 2.1 .. lSN.,.03i3 .,. .. "' '-' .. '-"' "' - 1511 0354 ISN 0355 ISN 0356 ISN 0357 ISN 0359 ISN 0360 ISN 0361 ISN 0362 ISN 0363 ISN 0364 ISN 0365 ISN 0366 ISN 0367 ISN 0369 ISN 0370 ISN 0371 ISN 0372 ISN 0373 ISN 0374 ISN 0375 ISN 0376 ISN 0377 ISN 0378 ISN 0379 ISN 0381 ISN 0382 ISN 0384 ISN 0385 ISN 0386 ISN 0387 ISN 0388 ~ ISN 0389 ISN 0390 ISN 0391 ISN 0392 ISN 0393 ISN 0394 ISti 0395 ISti 0396 ~ ISN 0397 ISti 0398 ISN 0399 II 'l 75 ) ~lAIN 05/360 FORTRAN H EXTENDED ~ DATE 85.282/11.47.16 c c c ~6JO&HAJ;I 1ti I ;t.4. Z.FlQ.. 3tJ!GJ.O. ~. F~O .;1.2,ij10,..3 ·~fl,Q .l,.a 4X~ 0 T 1,HSHEAR F.ctiL6REqo N -0 .., CD ... "' '-' .. "' "' I>U IU OC::U CHECK FOR TWSILE FAILURE 622 TCT : RH-SQRTIRihtRH + 4.0•Sl FOSIIl = SIGC•TCT/12.0•SIG31Ill IF IFOS1Il.GT.1.0l GO TO 621 BETAIIl : 0.0 HRITEI6,617l II,CX!Il,CZ!Il,SIG11IloSIG31Il,ALPHAIIlo 1 UXIIl,UZIIl,FOSIIl,BETAIIll 617 FORIIATI1H oi4,2Fl0.3,2G10.3,Fl0.3,2G10.3,2Fl0.3,4X, 1 15HTENSILE FAILURE! GO TO 620 N N - - -O<DCD 621 HRITEI6 1 625lii,CXIIl,CZIIl,SIG1!Il 1 SIG31IloALPHAIIloUXIIl,UZ!Il, 1 FOS!Ill 625 FORIIATI1H 1 I4o2F10.3 1 2G10.3 1 F10.3 1 2G10.3,F10.3 1 7X,3HN.A,6X 1 1 11HNO FAILURE) 6 2 0 CONTitlUE GO TO 450 420 IF!NN.GT.Ol GO TO 422 HRITEI 6,421 l - -... "' 421 FOR~IATI1H ///,4X,56HSTRESSES Atro DISPLACHtENTS AT CENTERS OF BOUND lARY ELHIENTS l c GO TO 425 422 HRITE! 6,423 l 423 FOR~IATI1H ///,4X ,45HSTRESSES Atro DISPLACHtENTS AT INTERIOR POINTS l 425 HRITEI6 1 430l 430 FORHATI1H /I/,3X,2H I,6X,2HCX,9X,2HCZ,6X,4HSIG1,6X,4HSIG3,5X, 1 5HALPHA,6X,3H UX,7X,3H UZl HRITE!6,440lii,CXIIl,CZIIl,SIG1!Il,SIG3!Il,ALPHAIIl,UX!Il, 1 UZ!Il,I:1,HAXIl . 440 FORHATI1H 1 I4,2F10.3,2G10.3,F10.3,2G10.3l 450 COtHINUE IFINN.EQ.NSLl GO TO 503 C GENERATION OF INTERIOR POINTS, STRESSES Atro DISPLACEHENTS C DETERHINED BY LOOPING TO 105 c NN : liN t 1 IF !NN.GT.1l GO TO 504 COS2BI : 1.0 SIN2BI : 0. 0 HAXI : ~IAXJ DO 502 I : 1oHAXI K = I CX!Il : CX!Kl CZ(Il = CZ!Kl SB!Il : SINB!Kl CB!Il : COSB!Kl 502 CONTINUE 504 TQ = DELN DO 505 I = 1,HAXI CXIIl : CXIIl + SBIIl •TQ CZIIl = CZIIl + CBIIl •TQ 505 CONTitiUE GO TO 105 -- -'-' .. 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The ctloe>v~ ~~r ts (he prop.er-srfva.fto.tt a_ f flle pt/le:> L , F=or-ctd.dltt~na.l ~nAdent~ ~~ Thf d.tSt4-.V1> an af)a.!yttJt5 ts ma.de For m()def'l!fe ly f'ra.ttvrecl CJ'1j1Ht fe wl ht tne +o llo w 1 J p a_r~ Me t-'f'r'S : ~-e.ok-sl ty') -/. () - 5 -CJ.OO lf ( CASt.. 1I - E -"/, oao ~~?; ll MCJD6;:f2 .. Pr T E:L-Y t=_,Q.ACTU t< E y -tJ .. 2.. 7 i4f<~t LL ( T£ II (J ltoSpcF R.t..J"~ S 0635AA8 - ( I I I I ·I I I I I I I ENTER JG3NA~E QR JOBNAME~JOBID) - S0638.AA6 J E S 2 N C J E : E S 2 B 0 S '" n o :.. i.!" ".1 ~ G 5 -- 21.4:.06 JOB 4682 SHA5?373 SG63BAAS STARTED - 21.45.08 JOB 4602 $HASP395 S0638AA6 ENDED -~----JES2 JOB STATISTICS ------ 24 rAR 8b JOB EXECUTION DATE 1t: CARDS REAO 275 SYSOUT PRINT RECORDS 0 SYSOUT PU~JCH RECURnS 22,345 SYSOUT SPOOL BYTES 0.03 ~INUTES EXECUTION TIME SYSTE~ l !!'1' T' If·:: .i.i'i.i i ..... I iS0638AAE JOB AK~ CRE53ER,~SSLEVEL=! ~~S6CL~SS=~i JUS 4681 3 4 I+JJQBPAR~ ROgON=SOOK,TI~E=1 0000002 //STEP! EXEC ?6"=BELE",TI~E=\~tOJ 00000030 t lSTE?LlB nn DSN=WJD. otv .LGAOL IS, orsr=st:R 00000040 /iFT10F001 DD SYSOUT=t 00000050 5 i/FT06F001 DO SYSGUT=f 00000060 6 //FTOSF001 DO 1 00000070 IEF236I ALLOC. FOR S0638AA6 STE?t IEF237I 970 ALLOCATED TO STEPLlB IEF237I ?DO ALLOCATED TO SYS00496 lEF237! JES2 ALLOCATED TO FT10F0 01 IEF237I JES2 ALLOCATED TO FT06F001 IEF237i JES2 ALLOCATED TO FTOSFOO! IEF142! SOb35AAG STEP! -STEP WAS EXECUTED -CQN~ CODE 0000 IEF285I WJD.DEV.LOADLlB IEF28SI IEF2851 IEF285i !EF285I IEF255I IEF373l VOL SER NOS= STR825. SYSCTL6.VSTR506 VOL SER NOS= STR806. JES2 I JOS04b82. 5001 f}2 JES2.JOB0~682.S00103 JES2.J0504682.SI0101 STEP /ST£?1 IEF374I STEP /STE?1 N OO.OOSEC VIRT I START 86083,2145 i STOP 86083.2145 80K SYS 548K EXT TIME~ ltATE -21.45.05, 03i24l56 ROM 21.45.06 TO 21.45.08 E 6ROUP-:, SWAPS- CP U KEFT KEPT SYSOVT SYSQVT S Y Sl~~ O ~I N 01,C95E C SRS . STONE & t~EBSTER ENGINEERING CORP. CALCULATIDt\ 15500-=J {A) -07 P ;}_~ PU UNITS -1.11 SECS COST = $0,92 \NON?RI~E) 1EF375I JOB iS0638AAE/ START 56083.2145 IEFJ761 JOB /S0638AA6/ STOP 86083.2145 CPU O~IN 01.09SEC SRB N OC .OO SEC 0 VI CJ ~ TUTAL CPU-UNITS-1.10 SECS t t f f f ! f f f f f f t f f f f f f t 2-D STRESS ANALYSIS SY THE BOUNDARY ELE~ENT ~ETHOD t t PLANE STRAIN CO~OITlGNS, FICTITICUS STRIP LOADS t ! J t f. f f f t i f f t I t t f t t f BRAD LK DI'l TUNNEL: SOUND 6REYWACKE INTAKE PORTAL SiA J+qq O:)(!(;:JQ80 CODE OF PROBLEM TYPE = 2 ROCK PROPERTIES: SI6C = 15.tJOO KSI RM = 5.00 S = 0.10000 70 · ELE~ENT 6EG"ETRY: NSES = 4 KXS = 0 KZS = 0 NCYC = 20 J DELH = 2.0 00 STR ESS ANALYSIS IN GR AVITATIONAL ~EDIA (lA MMA = 170.00 ?CF STRESS RATIO = 0.33 CE NT Z TH ET 1 THET2 RADIUS fFIRST-I) (F !RST-Z J (LAST-X ) !LAS T-Zl ? I I I I I I I I I I I I I I I I ( I I I I I I ( I ( I I I I I I I I \ STONE & WEBST~R ENGINEERING CORP·. CALCULATION i5Y)0-6!Ai-O? ?._2} 9 0.0 56.000 36.200 56.000 9 36.200 56.000 36.200 28.190 9 18.100 60.75(! 150.~30 209.070 J7:2~0 !.r)(HJ ~ 0.0 NN = 0 STRESSES AND DISFLACE~ENTS A~~J FAILURE CRITER:GN AT CENTERS DF BG~N JARY ELE~ENTS :'\U \.i!r. : n ,. r.u.J .. : :'\4 ~ ..:.V.i.i 05 9(1,910 n ... BETA 56.000 N.A ALPHA SI61 Cft:1 ·.n .. ·~hJ vz .751E+04 89.999 -.299£-04 -.b91E- NO FAILURE 'i .. 6.033 56.(H)0 .10J -.124£+04 3 10.056 [)}f.HHfHH 4 !4.078 03HHfHHf ~ 4 V 4 r':' ..; .i.t.ia .i.;}'J (!jHHHHH 6 22.122 f}3HHHHH 7 26.144 (!]HHHHH 04HHHHH 9 34.189 05 90.910 04 N.A NO FAILURE 56.000 .967E-01 -.2b4E+04 N.A NO FAILURE 56.00~) .889E-U1 -.314E+04 N.A NO FAILURE 56.000 .732E-01 -.327£+04 N.A NO FAILURE 56.000 .752£-01 -.314E+04 N.A NO FAILURE 56.000 .771£-01 -,264E+04 N.A NU FAILURE Sb.OOO .750E-O! -.t24E+04 N.A NO FAILURE 56.000 .751£+04 .723£-01 N.A NO FAilURE 54.455 .255E+05 .742E-01 N.A NO FAILURE 0.001 -.208£-04 -.107£- 0.0 -.258£-0S -.131£- -{)I (10~ • 208E-04 -.107£- -0.002 .291£-04 -.717E- -90.000 .299£-04 -.69tE- 90.000 -.t14E-04 :'V':Cr-t7£.Jt- 11 36.200 51.365 .154£+05 .703E-01 90.000 -.272E-04 .114E- 03 44.322 N.A NO FAILURE 12 36.200 46.275 .129E+OS .664£-01 03 OJ 14 52.996 36.200 58.38! 36,200 63.119 36.2(!0 t~5.751 Jb.200 03 61.767 ~}3 42.901 t! A n,n 42.095 N.A 39.005 N.A 35.915 u • iltl1 32.825 N.A 29.735 NO FAILURE .116£+05 .703E-01 90.000 -.3b3E-04 HU FAILURE .!08£+05 .625£-01 90.000 -.359E-04 N04\ AlLURE .104E+05 .586E-01 90,000 -.333£-04 NO FAILURE .103£+05 .625£-0! -90.000 -.2B6E-04 NO FAILURE .111E+05 .547E-01 -90.000 -.216£-04 ND FAILURE .183E- 27.278 I !59£+05 .586£-01 f~G FAILURE ~878£+04 .352E-01 NO FAILURE .232£+04 .383£-01 90.i)(H) .6i2E-05 .252E- 03 .,, ftll t I sOlt 2D N.A 25.666 .655E-OS ~283E- sr, ;_·.·.:,·.·~ :t t.: __ !~~.S"",: E~.-. F.~.'hT,~.'.r_~~-~ T 1_:~.-,il-CJ~. P,· • , ... ,UL..:"~!! 11.1:. rl··,:"!~ ~ E;fi l··~r;-C f!i~ ·1-!'.J"? 0 3u. - -..~ .. ~--_ -w• .., ·-' ·-1 ·.,t1 ';,:\fi.. i :.,i:" J..i..!l! :...!":. •• ..,: i a _"-']'"_ NC FAILURE xdC{ 21 &aevJ1&hP 24.501 375 . .249E-01 89.997 .~bJE-05 .299~- 03 1823.025 22 22.284 03HHHHH 23 18. 1i)0 OJHHHHH 2~ !3.916 0JHHHHH rye; ~ 735 i..~ 't . 03 !822 .. 894 26 5. 759 OJ 293.?:56 27 • ,8'10 • ,,, 17 ~~ , !Jj ;: ti.i4 ·H 6.i.i 0.0 03 ~2.9(ij 29 0.0 03 L~ u; . 760 30 (1 ;) ·._:,'..,1 03 66.063 14 W-4 0.0 fl"? v,; 65.752 "!"1 0.0 ...;.;;. OJ ', :!::j,. ~ 'H1 ..... v jj 0 ,, ,:.: 03 55.581 '"!.II J~ 0 .0 cYT vw 52.996 35 0.0 03 44.322 ,, Jb 0 ,, ,:.._: i!l! = ' (til i M 1 '''" NO FAILURE 23.795 .253E-01 -497. N.A ND FAILURE Ol ..,;q 1 ·'10!:'-')4 _11;'1 !\..\~: • t6.1J:s-~· i.J/ I N.A ND FAILURE ~3.795 r~. A 24.501 a: J it .~ 25.666 ti.A 27.278 N.A 29.735 N.A 32.325 ~! 1 :'!c~ 35.915 N.A 39.005 N.A 42.095 u ! r;.n 45.tSS N.A !~ ''7~ "T!.tc£-i..i M #: n.n . 51.365 54.455 .231£-01 -497. nn FAILt!RE 375 . .215E-01 NO FAILURE .232E+04 .186E~)f NO FAILURE .878£+04 .1!7E-01 ~m FAILURE .159£+05 .117E-01 NO FAILURE .111£+05 .117E-01 NO FAILURE .103£+05 .117£-01 NO FAilURE .1 {)4E +OS .1 t 7E-O! ~~0 FAILURE .108£+05 • 0 NO FAILURE .!16E+05 .781E-02 NO FAILURE .129£+05 .391E-02 NO FAILURE .154E+OS • 781£-!}2 ~u FAILURE .255E+05 .391£-02 I 235£-f)S -.207E-08 .311E- -O.CCJ -.23SE-05 :2 99E- -90.000 -.658E-U5 90.00(1 .108£-04 .200E- -90.000 .216£-04 . !S3E- -90.00(1 .256£-04 .171E- -9 0.000 .333£-04 .160E- -90.(J00 • 35:1E-04 .tSOE- -9Q. {H)O .363E-04 .140£- -90.000 .33SE-04 .128£- -90.000 .272E-04 .114E- -90.000 .114E-04 ~Ct1WJLh04 STRESSES AND D!SFLACE~ENTS, AND FAILURE CRITERION AT INTERIOR ?DINTS SIG1 Sl63 ·~ <H l 4a1i.6.i. 53 ,000 .112E+OS -45.! 60.595 NC FAILURE . -. I. ~~.033 58.000 .207E+04 -152 . 328.655 N.A 3 10.056 04 1053.907 4 14.078 !:;i ru'f\ .Ju,~;:.;v u J fi ,M 58.000 03 1362.199 N.A 5 18.10 0 58,00 0 OJ 1431.!24 N.A b 22.122 53.000 03 r362.239 N.A NO 640. fiG 491, NO 466 . ;m it.;,.! 491. NU 640. FAILURE -988. r· !! HJ;~,.. ;1\.l.i..v n t -.164£+04 FAIL URE -.182£+04 FAILURE -.1 64£+0 4 FAILURE -988, ALPHA uz 47.644 -,S O!E-05 -.sq oE- 0.000 -.227£-08 -,120 E- -3.654 ~493£-05 -,114£- 26~735 NO FAILURE I I I I I I I I I I I I I I I I I I I ( I I I I I I I I ( I ( I I I I I I I '· \.I ~ 30.167 53 ~000 .207£+04 -152. 04 1Q ~f~r: . .J :,;,~.;· .. j -4~~? 33.23~ 12 38.2 00 . -.... 53.133 G3 63.14 0 03 65.978 38.200 03 66.797 !t! A .la:: ' ND FAILURE N.A NG FAILURE .1! R -~·'7~ ~'..is.i.i.J u •. ;t,l\ .129£ +05 Z:5 3 I ND FAILURE .!16£+05 179. NG FAlLURt ~IC FAILURE 35.915 .i03E+U5 192. N.A NO FAILURE 17 38.200 32.!25 .107E+05 383, N.A -45 :5!6 -.181E-05 .bf4E- • i39E- 2.442 -.2J2E-04 13 38.20 0 29.735 .115£+05 .167E+G4 14.943 -.555E -05 .200E- l)j 60.710 N.A NU FAILURE 19 35.182 25.473 I 792£+04 458. }i03 8kind 4h? N.A NO FAILURE 20 31.105 23.780 .320E~04 -260. 03 212.808 21 26 .063 o3 sa: .. 036 N.A 22.551 .. i RaM NG FAILURE .116E+04 -386. NO FAILURE 22 22.509 21.308 216. 03 3150.407 03 -?450.695 24 13.691 03 . 3!50 .267 ·1~ Q 117 :....; ;11Jt.i i 03 585.021 03 212.8 03 86 .793 28 -2,GOO -2,000 64.332 30 -2.000 66.798 \! ! ~.n NG FAILURE 21.559 -91.2 -4 02. 0.435 SHEAR FAILURE 2!.808 -4!8. N.A NC FAILURE 22.551 .116E+04 -3B6. N,A NQ FAILURE 23.78 t) .320E+G4 -26 t): N.A ND FAILURE 25.478 ~7 92E+04 453. tLA NG FAILURE 29 .7 35 .1 !5£+05 ,167 £+04 N.A ND FAIUJRE 32.825 .107E+05 383. N.A NO FAILURE 1~ Q• c; ~{;""~;:-+E)~ ~ Q·j w~ ... ~~ ·~~~~·~J •:~: N.A ND FAILURE 31 -2.0QO 39.005 .1(~4£+05 150. 03 ;~5. 979 l! • fl. A NU FAlLUPE 42.095 .!O!E+OS 150. NO FAILURE -2,COO ; 'i.C ... i;t; 4 'YO I .... ;_;:_:· .. ;~ ,l j i I 36.687 -.356£-05 .238E- 53 I 894 ::iE\ I; tWS4h272E- 61.556 -.170E-05 .292E- 68.448 -.332E-06 .302E - -90.000 -.2!0E-G8 -6S.443 -61.557 .27iE-OS .553E-05 • !60E-i)4 ·'"! ~ J• .. : -..:,,:.;~..:. 3 ")'~ I i.Ot- .302E- .272E- ~2JBE- .200E- ,,..,~ ~i t Jc.- -0.969 ~2?3E-04 .162£- .302E-04 .139£- 34 -2.000 iYl ~1 ~ 1.~ =.:v jo.J, .;. :.r: 35 -2.000 OJ 45a475 36 -2,000 04 35.239 NN = 2 48.275 N.A 51.365 ti.A 54.455 N.A NO F:4ILURE .1S!E+05 578. NO FAILURE .186E+05 .322E+04 NO FAILURE .271£-04 • 196£-(!4 .111E- .4i3E-05 .913E- STRESSES ~~~D ~~IS?LACE~ENTS~ AND FAILURE CRITERI;JN AT INTER!:~ POINTS . .. 04 2 04 ~ J 04 4 03 5 03 !1 03 ! ' -04 a 04 9 04 ex F n c •!.iaW 2.011 ~0 ..ii 1":~1 .i.i i 6.033 ~17 .i.t.Ji ~70 ,;,, i 10. \)56 .331. 468 14.073 629. "!~r~ li..i :8.100 762.339 ·"\'\ i -~·" i..i..;.i.i. 629.744 7 26.144 1~ 171 ,.Jy. "" 30.167 137.830 34.189 59.270 ft1 LL Q!""'!'1 a.:C!M 60.000 N.A 60.000 \i > !1at'! 60.000 ~tA 60.000 N.A 60.000 u 1 il ·" bO.tJOO •• l fl.~ 5163 .f!SE+OS -103. NG F:4ILVRE .49SE+04 -77.3 NG FAILURE .206£+04 72.3 ~0 FAILURE .103f+i)4 -33.0 NG FAILURE 594. -141. NG FAILURE .103£+04 -33.~) NO FAILURE 60.000 .206E+04 72.8 N.A NU FAILURE 60.000 .495£+04 -77.3 N.A NO FAILURE 60.000 .115£+05 -!OJ. N.A NO FAILURE AL?HA ux 35,527 ,149£-04 .122£- 42.452 .171£-05 -.817£- [).00t -.303E-G3 -.107E- 342.451 -f1?2E-05 -.817E- -48.~30 -.7GOE-OS -.459E- -35.523 -.149E-04 .122E- 0 40.200 54.455 .150E+U5 .375E+i)4 -17,47 1 iD+;A5 .1C{1 E5·~}}~?~03 47.768 40.200 51.365 .145E+05 .135£+~34 -1 0,226 -.135E-04 .::3E- t,"! :_;,j 48.t),~J N.A NO FAILURE !2 40.200 48.275 .130£+05 615, -5.296 -.207E-04 .!27E- ;)"I ?:.i 52.974 N.A NO FAILURE 03 57.909 NC FAILURE 14 4V.200 42.095 .i!VE+OS 3!3. 03 62.070 NG FAILURE 15 40.200 39.00 i!05E+OS 321. 03 05.23~ N.A NG FAILURE !6 40.200 35.915 .!02£+05 433. 03 :~7.212 03 74.349 f9 36 .(153 N.A NO FAILURE N.A NO FAIL UR E 23.678 .b95E+~)4 290. u 1 ffai"! -C.436 -.245~-04 .f52E- 1.569 -.224E-U4 .163E- 4~215 -.1!1E-04 .174E- 5.623 -.!!5E-04 .136E- 26.494 -. 733£-t)S ·)1·!:_ li.-.J .. :... I I I I I I I I I I I ~.A rlD FAILURE I I I I I I I :I ( I I ,I il ·I 'I ;,I ~ I I I I 31.766 }i03 !77.301 03 3b 7. 95·6 03 82!;25-8 ft .1 00 }i}i03 1366.379 G3 367 949 03 ~ 11 ·;c o~ &J i .~u .383£+04 -439. NG ?AlL URE ~~0 FAILURE g--,c; ':Ji-..!1 -651# 19.821 ND FAILURE 19.559 NQ FAILURE 4 0 Ji·1J ~-~:r i ,, t.;.;..l :_;.,..;. -65!{@~ ~.A NO FAILURE t;!"! i\. i't N.A NO FAILURE NO FAILURE 27 0.147 23.678 .695£+04 290. A1 93.687 03 74.350 29 -4.00(1 68.502 3{\ ·._: -4.000 03 67.2!2 65.235 31 -4.000 03 62.070 33 -4.0(l(l 03 57.909 29 .735 1 ':1 a·~·&; :.U.•".JL.J 35.915 l.l ' n.l1 39.005 ~0 FAILURE .942E+04 .196E+04 NO FAILURE .101E+05 837. if1, r' IT~ Hr.r' !n~ rnlt..'.:nc. .t02E+05 438. ~40 FAILURE .105E+05 321. N.A NU FAILURE 42.095 .Z6LqiL"P 313 . k 1 ! klrl ~· Tl Jff'llfO' ~.M ~U rAl LUM t 45.185 .• i19E+05 387, N.A NO FAILURE 34 -4.000 48.275 .130E+05 615. 03 52.974 }i 35 -4.000 r· \ f~~:es+nsVE ( N.A NO FAILURE 51.365 .145 ++5 .135E ~04 +JWEri?.3h66\%Z ;j'$-~!7:~{sUU'as ·gfz;ljv ve \j z!(Io•/+i"ii? ~nh~PT48760 Op; ~~ CcpN{pV(~fURE-::c}i 44.786 -.83JE-05 56.933 -.616£-05 70.1J9 -.320E-OS .,_, !~ .~0-'!'C.- .296£- :$LP-.237E-08 .3~JOE- -56.939 .616£-05 .284E- -26.494 .733E-05 .232£- -14.693 .40JE-05 . ! 9bE- -8.623 .!15 E-04 .156£- -4 .2 15 r 151E-tJ4 ~74~-I a: n ... -• !i '~ , • ..,bt.. .224£-04 1',~ I OJt- 0.436 .24SE-04 .152E- 2.433 .24!£-04 .!40£- 5.296 .207E-(1 4 ST RESSES AND JISPLACE~ENTS, AND F A I~~?E CRITERIOti ~T INTERIOR ?GINiS Nr·o_}}i·"'·R}} cz SI51 2.0!1 62.000 .!!2£+05 225. 3! .204 .22!E-iJ 4 • t60E- }i04 ?liNr 04 102.60~ 3 . '! 04 j 04 ~ ~~ ~1:;1 .;:.;.;,..;.;w 317.593 474.34? 43,555 .164E-04 -.341E- 4~~[ 4hP 47.!33 .922E-05 -.686£- t! ! fl .ii 62.000 t! J il.i~ N.A NO FAILU RE .213£+04 913 • NO ~AILURE .1~6E+04 1f28£+04 NG FAILURE ., ! .43.944 ,397E-U5 -.878E- · 0.006 -.228£-03 -.939E- 48.063 N.A 6 .,1'\ 1·,1'\ L.i.aiL..:. 04 317.59~ "! 26.144 f 04 15S.555 2 " 30.167 t, J ;:6:, ... , 102.606 9 34.189 04 i..~ W.i. (j;~., ,:_: ..... 10 42.20t) OJ ~7 !:;~~ Jt.ia.:vl..' q •• 42.200 z{~): 52.240 I') lL 42.200 03 54. .. ~ .. ["ff ... i.J 42.200 !'~7 V..J 58.621 t4 42.200 NOU 62.000 .2!8£+04 913. ~l.A NO FAILURE 62.000 itA 62.000 l' ' .£~I!'; 62.000 N.A 54.455 ~! A i1 I i"i 51.365 N.A 45.185 N.A 42.095 FAILURE .371E+04 577. NO FAILURE .668£~04 226. NO FAILtJRE .1 !2E+~)54 \ a25. NO FAILURE .!34E+OS .370E+O~ NG FAILURE I t34E+G5 .200£+04 NO FAILURE .!26£+05 .110£+04 ~~0 FAILURE .118E+05 724. NO FAILURE .11!JE+05 589. ~~~}i 15 42.200 39.005 .t04E+05 596. 66.062 N.A NO FAI~VR£ 16 42.200 35.915 .993E+04 764. 03 69.453 N.A NO FAILURE -43.945 -.397£-05 -.873E- -47.!33 -.922£-05 -.bSbE- -43.556 -.!64E-04 -. .34fE- -31:204 -.221£-04 -14:947 -.J?JE-05 .1 05£- .129E- -3.641 -,185£-04 -0.919 -.191E-04 I 153E- 1.740 -.173E-04 )K(\}Lh_zQs~ 4.9!0 -.iJJE-04 .174£- 42!'nAs8+sJJf7 4121E+04 8.99b ·-.323E-05 .184£- 73.907 N.A NO FAILURE 42.200 29.735 .544E+04 .196£+04 12.284 -.J!OE-05 03 82.954 19 36.925 ~! ! i1a11 NO FAILURE 21.875 .611£+04 174. 03 111.983 N.A pA NO F!{fUR£ 20 '72.432 }0f.006 .394£+04 -560. oAOJ 172.010 N.A NO FAILURE 2i 27.757 ijJ 309.513 22 22. 95? 03 568.206 23 18.100 18.653 .(6Nq%Ll -?4?. N.A NO FAILURE 17.833 .119£+04 -767. N.A ~0 FAILURE 17.559 561. ,o~a+ sk:_ &P-.166E!''b\\2294E- 22.4Jb -.934E-05 54.003 -.904E-05 ·1'lQ!;_ ·~k :~ {_gl}\&hP 755.664 \IPN.~'e?h?NO aidUpa !O}orHNN&$i24 1j$j1)0 !Ty6.8 33 8.d!9E+04 -767. 8 074vtsWllhh}i}3 568.195 N.A BiOOtiFAILURE 25 8.443 2atno~sKf7 4KK( 4P -5t\usJ«+W S4h2796- Nr03p V309.507 :vr 26 3.al, • .,,., r::r,.; .i.l ~.v-:.;J N.A NO FAILURE 4'£20.006 .SE+04 -561. N.A rlD FAILURE 4nn= -f.436 J934E-05 .229£- ftr{_03p ¥111.981 28 -6.000 29 -& \NSA ~l02LJAiLURE 29.735 .844E+\dE.196E+04 &L? 32.825 .3Vu"s ~zc4b\9JfsBJ{4 .157-~ /h}i~OoOJ 73,908\ ; N.A i 1 0 FAILURE nY}i 30 -6.000 35.9!5 .993E+04 764. 1\1 vw 69.453 1i w• -6.000 .~, Vv 66.063 1'l v~ -6.000 N~ !jJ L ·~ !~e '.ii.r~7.) tl.A 39.005 ~ . ihl1 42.095 ill ' :l ,ft ~U FAILURE .104£+05 596. NO FAILURE .110E+OS 589, NO FAILURE -4.9!0 .135£-04 .174£- -!.?39 .173£-04 .164E- 4~1C, • ..i.J:.. .-S<I&6 I I I I I I I I I I I I I I I I I I I ( I I I ,I I I .I I J (I :I ·• . rl I I I I .I \ ·I \. ~~ -6 :"'::"':i": jJ . \•'.J V 03 ~~ L~~ .i'!.J ' :..i ... ~ "!! -6 000 J~ ' 03 54 ' 797 "'!!:; -6 \)f)i) ~..! ' 03 52 •i!l~ ' i..=tV 1!.. -6 ooc ..:i..l ' tr1 ; ~:l;i ~ .. ..; -' .:wu READY LD6GFF hhwhh/ND CARRIER 45,185 J118E+05 724. N.A NO FAILURE J:j :; c .Ji •. .JC.2 NO FAILURE 9 ,343E-05 .. ,..,1'""" .l.:.oc- ENTER JQSNAME OR JGBNA~E{JOBID) - s0638aab J E S 2 J G 3 N G 0 E J E S 2 B D S r n ,- i. !.! \] CA 1 c 1 6 a !2.42.34 JGS 6708 $HAS?373 S0638AA3 STARTED -INIT 9 -CLASS J -SYS C 12.42.37 JUB 670a SHASP395 S0638AAB ENDED ------JE52 JOB STATISTICS ------ 25 ~AR Bb JDB EXECUTIUN OATE 16 CARDS READ · 410 SYSOUT PRINT RECG~US 0 SYSOUT PUNCH REC:ORDS 35,431 SYSOUT SPOOL BYTES 0.06 ~INUT£5 EXECUTION TI~E /iS0638AAB JOB AK,CRE6GER,"SGL£VEL=i,~SGCLASS=~ JOB 6708 tfiJOBPAR~ RE6ION=500K,T!~E=1 0000002 //STEP! EXEC P6"=BFLE",TI~E=\,10 J 00000030 4 //FT10f0Qt DD SYSflUT=t (1(1!)00050 5 //FT06FOC1 OD SYSOUT=t 00000060 i/FT05F001 00 • 00000070 lEF23bi ALLOC. FOR SObJSAAB STE?1 IEF237I 970 ALLOCATED TO STEPL!B 1Ef237I !DO ALLOCATED TO SYS00554 !EF237I JES2 ALLOCATED TO FT10FOO! IEF237I JES2 ALLOCATED TO FT06f001 IEF237I JES2 ALLOCATED TO FT05F001 IEF142! Sl)638AAB STEP! -STEP WAS EXECUTED -CQ~~O CGDE 0000 IEF285I WJV.DEV.LDADLIB !EF285I VOL SER NOS= STRB25. !EF255I SYSCTL6.VSTR006 IEF285! IEF285I IEF285I IEF285l VOL SER NUS= STR 806. JES2.JOB067 08.SD0102 JES2.JOB06708.500103 JES2.JOB06708.SI0101 IEF373I STEP fSTEP1 I START 86084.1242 IEF374! STEP /STEP1 /.STOP 86084.!242 CPU N 00.01SEC VIRT 80K SYS 444K EXT TI"E! DATE -12.42.33, 03/25/8b RC~ !2.42.34 TO 12.42.37 E GROUP -1! SWAPS- KEPT KEP T SYSUUT SYSIN OMIN Ot,SOSEC SRB OK SYS 3860K 15500.08 ·-~A)-07 p.'f6 .... I I I I I I I I I I I I I I I I I I I (I I .. I (I ·I ;I .I (I I I I i. (I {I ·I I I I I I .I (l PU UNITS -f.B3 SECS cos; = s2.oa IEF375l JOB /S063SAAB/ START 3b084,!242 N 00 .01SEC ,. il 1.82 SECS + 2-0 STRESS ANALYSIS BY TaE BOUNDARY E~E~ENU!!~ETHOD f t ?LANE STRAIN CONDITIGl~S, FICTITIOUS STR!F LOADS J ! f f f f f f f f ! f * f t t * t f t C4 I BRAD LK DlV TUNNEL: SI6 NET ~OO.FRAC.ARG.1NTAKE PO~TAL STA 3t9 9 00000050 CODE GF ?ROBLE~ TYPE = 2 ROCK PROPERTIES: SI6C = 8.000 KSI R" = 1.00 S = 0.00400 E ~ODUL us = ?0!)0 I O(H) KSI RNU = 0. 2 70 ELE~ENT EED~ETRY: NSE6 = 4 KXS = 0 6 OELN = 2.000 STRESS ANALYSIS IN GRAVITATIONAL MEDIA 6A~~A = 165.00 PCF STRESS RATIO = 0.33 ELEMENTS CENT X :";-i!'!' , kC l' ~ ~ THET1 THET2 ~FIRST -Xi \FIRST-Z l {LAST-X} !LAST -Z} 2 0 ~CYC = 20 RADIUS RATIO ~ 1550 0 . 0 8 -b(;+)-tJ7 p . .'l ( ( ..... - ·:::::-·::::> c ... J c ... J ~;~ ~· ...... ~--a ('_u -... C:J":. ··A:&• C)•w • ( .•. J • c ..... -( .• ~ 1.,11 ........ -.. .. o·-....... 0"• <:.:> ( • ...j c:r- ~=~ ....... -·J ........ 1 ... n . 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(,...j r·r1 I •::::> .... -:::. :::..;- ... : .... ;t:; fT1 I 0:.."::-... .. t• .. :. •:!:::0 "-~ r·r·t I = r::::;. c::-~ • • .n .,.. • • .n ..... , I .;:.:::,. ... .. C.-I -.o r·•·, I ...... •..0 oo ol:) .. .,;, •.() L • .n ~ fT1 I •:.-::> _._ ·-· , •• .a ,.a:u • ,,., I (.() ... ~ .. .,.., ·- l;.r) ~ .... a:;. .. , , ..... ::.... r ··· .... ::c: :J:» c:= ,...., .:::::: ..... - - - - ------.. - - r:::::t :a:- ;:'".t'..:l .. .. 1:: en ..... Y'r1 :::0 r·-~ r'rl c.n ::.:ill: (J') [1'1 ~,:~ ,,&!!:': C.ll ····i C.f) ::J:IO• ::..:: r.::::- r.;;;:-,__ CJ') -u r- ::.~ ("'':. f'1'1 :::~~: r·•, :'oil!:: ····i e:.n ;:a: ... ~:il!: t:;:;t -.•. , :J:•· . ...... r·- c:::: F:=l~ ("';t ::.:t;l ...... ..... fT1 :;o .. .. c:::a ~ :o~ -·-1 t.:"';a r·r1 ~ , . ., :"" (J') L':"~'l "'1, ~~~~ .:::::: :iie:: - = ::~ 11 .. a .•:::> - •::.::0 .:;;-.;o t•.,:. I:'.Jr.l .... :;. ·:::.-:. <::> ('.:,::0 1. .. 11 C:l"·· g = ··-.. ~:~ .. ·:::::. <::> <.:::. •::~ ... 1;) • .. () .... ;;. ... -, ...... 1:11:1 r,'.J'·· •::::--. . ~ t···=-<:.:::0 •:;:':> o:::::. -:::;:. .. ~ t::r .. L..n 1.,J, •:::. ... 0'·· (l"•· -··.4 •:::::. .. .;::> L..n •:::> .:::::• ·:::::••:.':> .:::'.) ..... '-" (...J c. .... O:::.'i> cr-o--. ...a ..... ) .... .:. ~;.~ :§~ g t• . .) <::;. f • .. :. L,.J1 ··.O c:10 c:r-• . . .:::;;. ........ •::.::. -........ o.:::,::.. .;.::::. ~..::::. t; ...... ~ .. f'• . .) ~:::~ •:;:.;:.. .::::· •:'.::• ~ • 1-' U1 (n 0 0 \7 0 .. Q) 4:.\ I"~ ~ '-../ ' 0 _, --- I I I I 'I i. I { • .I '· ~I I I .I I I I cA' 15 5o o. oa -&(..+)-o 7 20 30.441 03 32.287 21 26.416 03 200.333 22.284 25.666 .226£+04 .352£-01 N.A NO FAILURE 24.501 364. .340E-01 N.A NG FAILURE 23.795 .211E-01 -482. ~~U FAILURE .27i£-01 -734. NG FAILURE 24 13.916 23.795 .2~1E-C1 -482. 03ti*tfttfft N.A 25 9.785 24.501 03 200.331 N.A ..... VJ 03 03 . .,~ i.t 5.759 8.552 0.0 4. 715 0.0 6.788 25.066 N.A 32.825 ~.A NO FAILURE Ja~. . !B9E-01 NO FAILURE .226£+0~ .264E-01 NO FAILURE .852£+04 .117E-01 NO FAILURE .!55E+05 .117£-01 NO FAILURE .107E+OS .117E-01 NO FAILURE 0.0 35.915 .1UOE+OS .781£-02 0.0 7.226 II ~ l1ai1 Nu FAILURE 39.005 .!01E+05 .781E-02 NO FAILURE 89.999 .128E-04 .549E- 59.997 .899E-05 ,58iE- -0.000 .456£-05 .598E- 0.0 -.2 05E-05 @ .549E- .489E- 90.000 .209E-04 .389E- -90.000 .420£-04 90.000 .556E-04 90.000 .647E-04 11~t' J1ol.:.;l'-. 32 42.095 .105£+05 .781E-02 -90.000 .697E-04 .291£- 03 OJ 03 . ·.~ i}.j 6.937 N.A NO FAIL.URE 0.0 45.185 .1!3£+05 .117E-01 -90.000 ·')~~!:' .~, li.. 6.471 34 0.0 5.824 35 0.0 4.871 3b o.o 2.938 ~!i' -l !'!:t -l 48.275 N.A 54.455 N.A NO FAILURE .125£+05 .781£-02 NO FAILURE .150E+OS .J91E-02 NO FAILURE .248£+05 .391E-Q2 NO FAILURE -90.000 .657£-04 .249E - -90.000 .529E-O~ .222£- -Q!) (H)f~ 1 \• 1v-.rV .22iE-04 .179E- STRESSES AND OISPLACE~ENTS, ANO FAILURE CRITERION AT INTERIOR ?Dl~TS 2 CI SIEi Sl63 F .U.S BETA 2.011 58.000 .109£+05 -43.3 6.660 N.A NO FAILURE 6.033 58.000 .201E+04 -147. 35.534 ~ "1:t'i ~ ... l6.i.1 zJ'.1 i ~-~··1 ~'H. .t.~i.rJi.W 22.122 N.A 58.000 l! A Aaii sa.ooo ll A :1r r. 55.000 !H1 fAlLURE ;;;..: 621a -959. i!li FA1LURE llU ·~· -.159£+04 ~to. NO FAILURE 452. -' 177£+04 NU FAILURE ,_,! -.f59E+04 ~:o. 4 ALPHA 45.517 .352E-05 .1t9E- 47a644 -.!57E-04 -.f 15E- 13.501 -.164£-04 -.154E- 3.654 -.957E-OS -.220E- 0.000 -.370 E-05 -.232£- -3.654 .95bE-05 -.220E- P· lf3 '*check Loord. t,.F c.,.,,., " "2. ,. ~ t; j 5 ha 11 l d fD e l.; · ~ e-/( 03 ~ I a OJ 9 04 !1 12 !)3 03 03 26.144 102.876 30.167 35.536 34.189 33.200 5.292 38.200 5.999 38.200 6.589 35.200 7.048 38.200 N.A 58.000 58.000 ~· ! ~~.rt £:4 g.:; .J ;t.,J..i N.A 51.J65 4215£- 48.275 ND FAIL:JRE 621. --959. NO FAILURE .201£+04 -147. NG FAILURE .1 Ct9E+i)5 -43 I 5 NO FAILURE .!81E+05 .313£+04 NO FAILURE .147+vU+2 ~0 FAILURE .125£+05 256. NO FAILUP£ 45.185 .113E+OS 174. N.A NO FAILURE 42.095 .105E+05 145. N.A NO FAILURE 39.005 .101£+05 146. N.A NO FAILURE 16 38.2oo 35.915 .995£+04 1a1. :'"! l}J 03 03 03 ,~ .I 15 20 7.438 7.349 38.2Qi) 7.741 1c; ~ w·~: ,.;Jt.i.~~ 9.987 31.105 26.863 61.602 22.509 03 330.486 23 18.1 00 03 -783.108 24 !3.691 03 61.001 26 5.095 03 22.734 27 1.018 t)J 9. 986 28 OJ 29 l)] 03 -2.000 7.349 -2.000 7.488 7.365 . -2.000 7.045 N.A 1') i")~ v•.u~.; N.A 29.735 N.A 23.780 N.A "') £;1;4 ~"-a..Jjl N.A NO FAILURE .104E+05 371. NO FAILURE .112£+05 .163£+04 NO FAILURE .768£+04 444. NG FAILURE .310£+04 -252. NO FAILURE .113E+04 -375. NO FAILURE N.A NQ FAILURE 2!.559 -88.5 -391. 1.311 SHEAR FAILURE 21.508 "" £;<:( ""'•-i..i.L 23.780 25.478 29.735 N.A 1":: ~·'":r ~ :.iL .. l.iJ.._r N.A J5.9!5 N.A 39 atlOS if i ·~. ti 42.095 t! A r..n 209. -406. NO FAILURE '113£ +04 -37: .• NC FAILURE .310£+04 -252. ND FAILURE .768E+04 444. NO FAILURE .112E+05 .163E+04 NO FAILURE .1 04£+05 371. NG FAILURE .995E+04 157. NO FAILURE .101£+05 !46. . NO FAILURE .105£+05 145. NO FAILURE 5 CA# 155oo.os-&{_A)-67 -!3.50! .!64£-0~ -.!34E-/'). lf'( -47.644 .157E-04 -.115£- -45.515 -.352£-05 -!7.760 -.af;JE-05 -2.536 -.527E-04 .119E- i 11C- •. i i 1. .245E- -1.09J -,586£-04 .270E- -0.060 -.586E-04 .293E- 0.969 -.5~)£-04 .314£- 2.442 -,451£-04 .336£- 5.576 -.311E-04 .361£- 14.943 -.108E-04 .389E- 36.687 -.690E-05 .463E-· 53.894 -.526£-05 .529£- 61.556 -.329£-05 .566E- b8.445 -.!6tE-U5 .557£- 90.00 0 -.322E-OS .593£- -68.448 .161E-05 -61.556 .329E-05 .566£- .529E- -36 .687 .690E-05 -5.576 .3!1E-04 .361E- -2.442 .451E-04 .336£- .314E- 0.060 ~SOtE-0 4 .292£- I I I I I I I I I I I I I I I I I I I I I I I I I I ( I ( -I I I I I I 03 03 04 04 03 03 03 03 04 (13 03 03 :"t ~ VJ J6 6.589 -2.000 -2.00(1 ~ .,0~ Js4i~ -2.000 5.4(;1 !!\J -·1 ;1:1 -~ 45.155 ki ' 11tt! ~:l ·~~~ "TUs~iJ N.A ~· 1!-.t; ..; :. ~ ... ::.JJ N.A N.A .!!3E+05 174. NO FAILURE .125E+05 256. r~G FAILURE .147E~os 561. NO FAILURE .181E+05 .313E+04 ~~D FAILURE 1.093 2.586 CA I 1 5 .so o . o a -c,. (A')~ e> 7 .586E-G4 .270E-p.lf 5 .52-7E-04 .330£-04 .2!5£- .8~)3E-05 STRESSES AND DISPLACEMENTS, AND FAILURE CRITERION AT INTERIOR POINTS T .i. 2 3 • 't ' iJ 7 !"" :i :"" r.u.J ·'} f1~ ~ ~.~:.L 1 6.442 6.033 15.028 .. , ~1\~ jO, !Ui 14,073 68.964 ~ i ~ (:ll J.Ua J,·._n; 82.518 22.122 60.966 26.144 36.708 30 I 167 Ji: _,, .... :n l.J. ;ii. 7 !'1 \:L BETA 6(l.OOO 60.000 N.A 60.000 N.A 60.(!00 N.A 60.000 N.A 60.000 M & n,tt 60.000 t.! ! fiatt 60.000 N.A SI61 5!53 .1i2E+05 -100. NO FAILURE .480E+04 -75.0 NO FAILURE .200E+04 70 .7 NO FAILURE .!05E+04 -32.1 r{O FAILURE 368. -137. NO FAILURE .105E+04 -32.0 Nu FAILURE .200E+04 70.7 NO FAiLURE .4SOE+04 -75.0 NO FAILURE 9 34,189 60.000 .112£+05 -100. 6.442 !I·' i!at1 NO FAILURE NO FAILURE ALPHA .289E-04 48.430 .136E-04 -.d92E- 42.451 .332E-OS -,i59E- 21:052 .907E-07 -.196£- (;.CO! -.265E-Q8 -.2 08£- -21:051 -.954£-07 -.196£- -42.451 -.333E-05 -.f59E- -45.430 -.!JbE-04 -.592E- -35.523 -.239E-04 .237E- fi 40.200 51.3b5 .140£+05 .131E+04 -10.226 -.261£-04 .219£- 13 5.975 40.200 :. 4 u~ ~·4:.1 .. £ 40.200 40,200 7.042 40.200 N.A NU FAILURE 48.275 .i26E+05 597. -5.296 -.402E-04 .246£- N.A NO FAILURE 45.185 .115E+05 375. N.A NO FAILURE 42.095 .107E+05 304. -0.436 -.475E-04 .294£- N.A NO FAILURE 39.005 .102£+05 312. OJ 7.408 N.A NO FAILURE 03 16 40.200 35.915 .992£+04 425. Lil J.';,; 19 7.719 40.200 32.825 8kHJ iP ~i.A 40.2l}0 0 i.~t la'.i;..!.i. "jQ 71~ ~:SZ\.1..,: N.A NO FAILURE .978£+04 812. NO FAILURE ~9t4E+04 .190£+04 NG FAILURE 36:053 23.673 .674£+04 232, 4.215 -.JSX-04 .339E- 8:623 -.224£-04 .J61E- ,38!£- 26,494 -.!42£-04 03 ! ! .172 2t 27.310 03 37.594 22 -1·) 71.! ._~, 1W1' ~1 R~ ,~1\ v:,; l.:...i, f f ~ 23 15.100 03 139.689 24 13.466 03 83.771 25 3.390 03 37.593 26 4.432 03 18.444 21.393 19.521 N.A 19.559 N.A q J·1~ ;.: . ..~~ ... N.A 20.602 II J i1 sl"\ 2! .393 N.A NO FAILURE .372£+04 -475. rlO FAILURE I! ?9E+Q4 -619 I ~~0 FAILURE -632. NG FAILUR: -614. NG FAILURE aoo. -632. NO FAILURE .179£+04 -619. NO FAILURE .J72E+04 -475. tlG FAILURE 27 0.147 23.678 .674£+04 282. OJ 03 29 03 30 0] ,, looii !1.172 -4.000 9.681 -4.000 3.160 -4.000 -4.000 -4.000 03 7.042 JJ -4.000 (lJ 6.618 34 -4.000 03 6.185 35 -4.000 03 5.975 i)J ,, ,JQ -4.000 6.95! NN = 3 ti.A 29.735 N.A 32.825 N.A 35.915 N.A 39.005 N.A 42.095 NO FAILURE .914£+04 .190E~o4 NO FAILURE .978E+04 812. NO FAILURE .992£+04 425. NO FAILURE .102£+05 312. r~O FAILURE .107E+05 303. N.A NO FAILURE 45.185 .115£+05 375. N.A NO FAILURE 48.275 .12bE+OS 597. N.A NO FAILURE 51.365 .140E+OS .131E+04 N.A NO FAILURE 54.455 .145E+05 .364E+04 N.A NO FAILURE CA I 15.50 0 . 0 8-0{1+) -t; 7 44.756 -.~62H14 .512£-. p.lfb 56. 9J,3 -.120£-04 .552£- 70 ~ 169 -.622£-(;J .574E- -90. f)(H) -.:Jc:E-oa ~ :·!C-·--~"-i.. -?0.169 .621E-05 .574E- -56.938 I 120E-!i4 .552E- -44.705 .162£-04 .512£- -26.494 .142E-04 .451£- -14.693 .787E-05 .381£- -8.623 .224E-tJ4 .361£- -· ·1~1:, ,. ....... .351£-04 .JJ9E- 1 t-:n -•• JbO .435E-04 74L~-.~ ... u~ 0.436 .475E-04 .294E- . .., -~ ~,. ~~~'.JW .468£-04 .271E- 5.296 .402£-04 .246E- 10.226 .261E-04 .219E- ,., J;l; .661E-05 .194£-.i.! t'!:.J STRESSES AND OISPLACE~ENTS, AND FAILURE CRITERION AT INTERIOR POINTS 04 03 03 . l ·~ i. 4 5 5!6! F .O.S BETA 2.011 62.j 00 .109E+05 218. 6.861 11.541 10.056 ')f I;Q~ .i..J. I ..iIi 14.078 18.100 58.659 N.A 62.000 N.A 62.000 N.A 62.!}00 N.A NO FAILURE .648E+04 219. ~iO FAILURE .360£+04 Sbi), NO FA1LURE .211E~)4 806, NO FAILURE .142£+04 .124£+04 NO FAILU~E ALPHA Ul 31.2C4 ~~28£-04 .J12E- 43.555 .313£-04 -,b62E- 47.133 .!7.9E-04 -.133E- 43.944 .77 1E-05 -.!70E- I I I I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I ' ' I 03 04 f)3 03 t·."'T \,iJ 03 03 03 03 41 hi 14 !5 ~7 ll 18 19 20 ~-~ I·"'!·"'! t.i.. ii.i.. 26.144 21.591 JO. 16 7 ~ * ~ .f ~ 16t-''l 6.861 42.200 7.777 42.200 6.320 f. L1~ iJ I i,if _: 42.200 6.913 42.200 7.280 42.200 7.701 42.200 3.220 42.200 9.0Bb 42.200 10.797 1L o·~tc; :JUt !J..j 12.530 32.432 17.742 27.757 03 31.191 62.000 .. . N,A 62.000 ~~I A 62.000 62.000 N.A 54.455 N.A N.A J~ .i ~i: 'tJ, ii.i..: 42.095 39.005 ~! .l f~ t tt 35.915 .. l a,;, 1') g··:~ -.JLa'!.Ji.~ rtA 29.735 21.578 N.A 20.006 N.A .211£-H)4 886. NO FAILURE .360£+04 560, NU FAILURE .648E+04 2!9. ~iD FAILURE .1 09E +05 215. NO FAILURE .130£+05 .359E+04 t~D FAILURE .130£+05 .!94£+04 NC FAILURE NO FAILURE .114E+OS 703. NO . FAILURE .1C7E+OS S?i. NO FAILURE .101E+05 579. NO FAILURE .964£+04 742. NU FA!LURE .911£+04 .1!7E+04 ~0 FAILUriE .819E+t14 .19(:E+04 NO FAILURE .593E+Q4 169. NC FAILURE .383E+04 -544. NO FAILURE 15.653 .2!2E+O~ -?25. t~O FAILURE 22 22.959 17.833 .116E+04 -74 4. 57.116 !8.100 ~)3 79.130 24 03 03 26 27 03 .f, ·1~~ .i.Wai.."'Tl. 57.115 5.443 7 7~; ,;, :u;; -0.725 12.53!) -b.O(H) 10.797 N.A 17.559 N.A NO FAILURE 836. NU FAILURE 17.333 .116£+04 -7441 [i.A 18.653 ~t i ihii 20.006 ~:Q 71C: .i..laiV..! ih., f!!i Hi"!~ l¥U iti.!.l.Ufl"C. .212£+04 -725. Nu FAILURE • 383E +~J4 -:·44. f~U FAILURE .593£+04 169. NO FAILURE .519£+04 .!9 GE+04 NO FAI LU RE CA -I ts so o. o s-6(;r )-07 -43.94~ -.77:E-O:, -.170E-(A 47 -47.133 -.1 79£-04 -.133E- -43.555 -.313E-C4 -.662E- -14.947 -.666£-05 -11.555 -.153E-04 1.740 -.336£-04 39.641 -.222£-04 54.003 -.1?6£-04 .211£- .296£- 7-::c_ tloiWUL.. 1~gc_ ,.;_t~:_ .J74E- .445£- .498£- ~\Or_ zJwl l. .570£- -69.652 .939£-05 .562£- -54.003 -39.64! .222E-04 -22.436 ,181E-C1 4 .445£- -12.204 .6 0!£-05 .374E- :~ -6.000 32.825 .9!!E+04 .!17E+04 -8.995 .tbOE-04 .355£- 03 .,, Jl 03 32 9.086 -b.Q{)(! -6.000 7.701 -6.0 0(1 7.280 ,~ 0~ ~ ·.J..iai•..i 39.005 \!' ! :!tt" 42.095 N.A 45 r 135 ND FAILURE .964E+04 742. i!:., ~! '!! !H"i~ r~u rH l.i..iiilC . ! 01E+i)5 579 I r~o FAILU RE NO FA1LURE .1!4£+05 703. -4.9!0 .263E-04 -1.740 .336E-04 (1 , 919 . I .J?OE-04 3.64! .359E-04 11Qr_ .,.hJi.i!. .31BE- .296E- cA # {!1 ·J-.J L Of'l ua:•w N.A NO FA!LU~E 34 -6.000 48.275 .123£.;.1)5 .106E+r)4 ~ .c~Jo .i97E-04 .251E-i OJ 6.675 N.A NO FAILURE .35 -6.00 0 51.365 .130E+05 .!94£+04 ~ J C'!: j il.l..!iJ I 1:33E-!)4 .229 £- h 1 \.:OJ 6 ~.,(, .u~~ N.A NG FAILURE 11 ,;0 I ·'"'·" -u.uuu 54.455 I 130E+05 .359£+04 !4. 9~7 .~65£-05 .• ,.4~ ,.;:,,t- 03 ., '7'7"! " • NO FAILURE i i r1 . 11 ~!~ ili-t = + STRESSES AND JIS?LACE~ENTS, AND FAILURE CRI7ERIDN AT INTERIOR POINTS ... 1 I iJ't 2 04 7 ,.; 03 ! 't (!7 i/-.J ~ .I 03 6 03 ., I !~.., ~)J g 04 9 i)4 10 (1 7 ~J-..i 4 l l • 03 0 ·~ ..... i},j .~ ;j (1 3 f4 •17 .•. ,. n: u cz SI61 SI63 F .0.5 BETA 2.011 b4.000 .107£+05 629. 7.325 N.A t~O FAILURE 6.033 64.000 .745E+04 666. 10.547 10.056 16 I 910 1J • i"1ali 64.000 N.A NO FAILURE .485£+04 .t07E+li4 NO FAILURE ALPHA Ul 28.707 .5!2£-04 ~377E- .277E-04 -.t09E- 14.078 64.000 .322£+04 .156£+04 49.794 .132£-04 -.!45£- 26:644 N.A NO FAILURE 13 .1(H) 64.00!) .235£+04 .209E+04 8 ;1.99 :~ -.412E-03 -.!56£- 3B.Z41 N.A NO FAILURE 22.122 64.0 00 .322E+04 .156E+G4 -49.794 -,1 22E-04 -.145E- 26.644 NO FAILURE 26.144 64.000 .485E+04 .107£+04 -45.680 -.277E-04 -.i09E- I' A Ela NO FAILURE 30.167 64.000 .745£+04 666. 10.547 N.A NO FAILURE 34.!89 ,~4.000 .1!)7£+1)5 629. 44.200 44.200 ~ s~A ! I .ji_ 44.200 7.252 44.20 0 7 11;1 t ,..;~w 44.20 0 7.668 54.455 N.A 51.365 N.A 45.155 N.A 42.095 N.A NO FAILURE .12!£+05 .J47E+04 r'D FAILURE .122E+05 .233E+04 NO FAILURE .118E+05 .150E+IJ4 NO FAILURE .1!1E+OS ,t07 E+U4 NO FPJL URE .105£+05 885. NO FAILURE 44.2 00 l 39.005 .988£+04 878. -39.464 -,426E-04 -.462E- -28.?07 -.512£-04 .377E- -12 .552 -.654E-05 .225£- -11.217 -.132E-04 .240£- -7.741 -.213E-04 .25SE - .~..,",.. .. ~t ot- -1,397 -.277E-04 1.542 -.249£-04 .319£· OJ 8.134 N.A NO FAILURE 4h? 44.200 35.915 .928£+04 .104E+04 4.728 -.!89£-04 .337E- 03 8.8 05 N.A NO FAILURE n . ' 44.200 32w825 .357£+04 .140£+04 5.035 -.111£-04 .354 E- ilU'"r .d14 ~ ~~0 7a\Jt.!! N.A NO FAIL URE 18 44.2 00 29.735 .766E+04 .185E+04 9.33 7 -.424£-05 .368E- 03 H ~!YI i.i.r.iV:.J N.A NO FAILURE ~0 ' ' .,., J i . 797 20 .078 .527£+04 87.4 20.522 -.204E-04 .44 0£- C3 13.969 N,A NO FAI LURE 9 I 1s.soo . 08-G(,4 )-t17 I peLf~ I I I I I I I I I I .I I !I I I I I I I I .I I I I I ( I ( J I I I I ' I I ' I \ I 03 t)J 20 .,.., Li. 33.096 15.J99 48.927 ~ ~ ~ !~t; !~a J.v:.: i'! 1··v: U:Jr~6.1.. 1J,Oi6 18.!20 N.A 16.703 15.546 1.! A i'\lt'! ~c. ~~0 i.~J.J"-J: NJA 15,546 N.A .3b9E+C4 -552. NO FAILLiRE .223E+04 -76S. NO FAILURE .134£+04 -8C3. NO FAILURE •. 1 03E+C4 -7 97 NG ~~ILVRE NG FAILURE 7.996 16.703 .223E+04 -765. -52.071 .209E-04 .527E- 03 29.475 26 03 18.393 03 13.969 28 -5.000 03 11.503 29 -8. tJOO t)J 9.869 30 -8.{H)0 03 8.3~)5 31 -8.000 o3 a. 134 32 -a.ooo 03 7.663 33 -5.000 03 7.353 34 -8.000 03 7.252 N.A ~~0 FAILURE 18.120 .3b9E+04 -552, N.A 20.078 N.A 29.735 N.A 32.825 N.A 1~ Q~~ WJIJ4..J N.A 39.005 N.A 42.095 N.A 45.185 N.A 48.275 N.A NO FAILURE .527E+04 87.4 NO FAILURE .766£+04 .185£+04 NO FAILURE .857E+04 .~40£+04 NO FAILURE .928£+04 .104£+04 NO FAILURE .988£+04 878. r~O FAILURE '! 05E+05 385 I NU FAILURE .1!!E+05 ,107E+Q4 NO FAILURE ,118E+05 .150£+04 NO FAILURE .253E-04 .204E-04 z440E- -~.BJb ,424E-05 .36SE- .354E- -4.725 ,337E- .318£- i 'IOi Ja,.,Ui .277£-04 .299£- 4.393 .265E-04 .278£- 7.741 .213£-04 .255E- 35 -8.000 51.365 .122£+05 .2J3E+04 ~ l 1\J., i l ... !.i I .132E-04 .240E- 03 7.532 N.A NO FAILURE 36 -8.000 54.455 .1 21E+05 .347£+04 1-Z. 553 .653£-05 ,22SE- 03 8.262 N~A NO FAILURE k!k: -c flfi -j STRESSES AND DISPLACEMENTS, AND FAILURE CRITERION AT INTERiOR POIN TS . f ·¥ cz .i. ~A SIG1 SI6J ALPHA Ul ::~ VL .. " ft r .u.;:. SETA 2.011 66.000 .106£~05 .441£- 04 ... ~·:'\ [,/'7'1 N.A · NO FAILURE .• 6.033 66 .000 ~ .807E+04 .118£+04 36.102 .4S6E-04 -.285E- }i(i4 !0 ,266 N.A NO FAILURE 3 10.056 66.000 .578£+04 .163£+94 42.809 .337E-04 -.852E-_.,;: :...:~ 4. .,. 939 N.A NO FAILURE .. ~A t\1~ '! .i.""TaVfi.i 6' ,,:itt Q,iJ\iv .415E+04 .222E+04 48.732 .168£-04 -.119£- OJ 21.893 kf ~ i t .t'! NU FAILURE c; 18.1 00 66.000 .J .321£+04 .284£+04 89.99 7 -.389E-08 -.131E-,,, ·~fo 'T!":· .. , \! j, i/:.i i..! . i ii. i t.~ · NO FAiLURE 6 22.122 66.0 00 .415£+04 .222£+04 -4 :3.732 -.!63E-04 -.!:'1E- 10 -- ---- - --- -------- r- 1() \ ~ ~ .....!) \ ("C": c <) to ci_ t:;J '../ <(, l.t:~ ~1 -x-;.; I ·~J ("• ... e.r'l et:) I l .. t..l u··, r.•::t •:-· ... I LI.J ·~-~ r..- ~:t· I ..... J r.-.o t'"';l ..... I L.U <."::> ...... t:""·.f I L.t.J --o ..., ('• ... I LI.J ,.., ar.l f."•·.f I LJ.J ~ I LU Ct-· ..... , ,.., I L.t.J ••.1;:1 .... , t-l I LJ.J ~~ t•r) I L.U r~J -.Q ... ., I L.t.,l ··-... , ...... 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OJ 7 ...• u~ 03 03 03 !3 03 !4 7.515 -10,000 a ~:;~~ >.: • ..j,;j ~ NN = 6 ~ ~ l ~ !.:t.i-~4 10.228 ~~ nc-, iJ.;.;;;; 26.335 ~1 0~1 lVr '.i;,J 30,167 10.228 :'1 J I; ~ -: .... .i. 8,816 ~ ~ •'"li\:'"'; ~O ,~i.fli 8.523 48.2 00 5.32 ! 48 .200 ~.355 48.200 BETA 65.000 N.A 68.000 N.A N.A 54,455 51.365 48.175 45.135 N.A 39.00 5 N.A .i13E+GS .!55E+04 . ! 15-E +05 • 256£ +(i4 .1ttE+05 .336E+04 ~iG FAILURE SI61 .105£+05 .152E+04 NO FAILURE NO FAILURE .650£+04 .220£+0 4 NO FAILURE .492E+04 .287E+04 ~~0 FAILURE NO FAILURE .492£+04 .238£+04 NO FAILURE ,6j0E+04 .220E+04 ~iD FAILURE .SSOE+04 .170E+04 NO FAILURE .t12E+05 .323E+G4 .111E+05 .270 E+04 NO FAILURE J1 0BE+05 .212E+04· NO FAILURE .1 04E+05 .171E+04 NO FAILURE .927E+04 .142£+04 NO FAILURE i6 40.2 00 35.915 .86 0E+04 .149E+04 OJ ,., ii 9s92C 12.4 00 17.254 . .,," 11ft ~7a£,jJ 16.F8 14 .346 ~~D FAILURE NG FAILURE .7 05£+04 .176£+04 r~O FAILURE .42 0£+04 -25 .3 ~~0 FAILURE .31 2E +04 -532. ~ 1·1~ ! ..... Li . i 4BE-04 , 2b6E- ·. 9S!E-o:. .2SOE- li QUI hl..i ::f\ ·~i~r -.... :J..:~ uz 25.361 .587E-V4 .509E- 39 .379 .36 9£-04 -.634E- ·-44.6a2 -.f39E-04 -,95 0E- -39.379 -, 369E-!)4 -.634£- -25 .361 -.587£-04 .261E- -4,334 -.124E-04 .239E- -2.166 -.i29E -D4 .305E- 0.5 14 -~113£-04 .348£- 5.791 -.5 67E-06 .359E- 1 9.!5~ -,223£-04 .434 E- 33.909 -.2!3E-04 .,."T,... .t !Jt- I 5 5~: 0. oR -b(A)-67 p. r; ( 21 2!.766 29.099 31.647 ·"\"! ~~~ L.J,CJ.i 12.805 N.A 1!.872 N.A NC FAILURE .207E+04 -781 . \u FAILURE .137E+04 -875. NG FAILURE 23 !S.10C 11.559 ,!13E+04 -39b. 03 24 03 2b .·.~ !}j 27 03 28 03 29 03 'i"! -~~~~ .. d."-\.-:J 12.566 47.158 7 I ,~·1 ;,;.-:.;;_ 31.647 !.777 2!.766 -3.340 ! 7. 254 -12.000 12.400 -12.001) 11.021 N.A 11.871 N.A N.A 14.346 N.A 16.477 II l !i ,, 29.735 32.825 u l iltl't ~~D FAILURE .13?E+04 -875. ~~C FAILURE .207E+04 -781. NO FAilURE .312E+04 -532. NO FAILURE • 42fJE+04 -25.4 NO FAILURE .705E+04 .176E+04 NG FAILURE .785£+04 .1b4E+04 NO FAILURE 30 -12.000 35.915 .S60E+04 .149E+04 03 CJ 32 03 03 35 03 Q O'l!"l 't l i..V -12.000 9.140 -12.000 8.630 ·12.i)(H) -12.00 0 A 1·;• w.aw ... .., -12.000 2 C.'l1 V•.J•w 36 -12.000 03 5.816 READY 1 G'jO f f CPU TI~E = $3.04 N.A NO FAilURE 39.005 .927E+04 .142£+04 N.A 42.(!95 u • ila!i 45.185 " II • ilaM N.A NO FAILURE .988E+04 .148£+04 NO FAILURE .104E+05 .171E+04 riC FAILURE .108£+05 .212£+04 NO FAILURE 51.365 .111£+!)5 .270£+04 N.A ~0 FAILURE 54.455 .112E+05 .328E+04 N.A NC FAILURE 1.32 SECS, TOTAL ElCPS = CA ' tsso o . oa-~Cir)-07 50.362 -.234£-04 .SOBE-p t s L 68.942 -. !32E-04 q ,,r_ t.J-.J'o.,l~ -90. (!f)~) -.~19E-08 ~1ar_ t.l:JUi.. -68.942 :1 ..,.,!"' :~f ~1t;C_ ... J.::.c-=.:=, t.JI.JVi.. -50.3b2 .234E-04 .508£- -31.909 .273£-04 .!73E- -19.!58 .223E-04 .434E- -5.791 .564E-06 .359E- -5,1)67 .367E-j5 .348E- -3.i)60 .779£-05 .335E - -0.514 .113E-04 l?!!~-IW ... J._ 2.166 .1 29£-04 .305£- 4.834 .i23E-04 .289£- 7.298 .981£-05 'l 7'1:"-.~,,~ 3.986 .668E-05 .261E- S.9t7 .543£-05 .250£- 8, SESSION CHARGE = S0633AA LOGGED OFF TSU AT 12:51:10 ON MARCH 25, 1956 13 I I I I I I I I I I I I I I I I I 'I I 2 3 4 5 G 7 8 9 10 II 12 13 14 15 IG 17 18 19 ( 20 ' 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 &5010 65 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. CALCULATION NO. OPTIONAL TASK CODE PAGE 5_3 !5500 07 00 c_ STAB I L lT-'( OF POf?TAt...<, uJLJ runs of f3E.fVIZD were made foc.J··eck f1t_~ s!aL)tltft df 711e pc;vfaJ.· ~~E. I Pur, Setto36 ,tfJIO (pa1.Ps f/ -39) • Sl,_olJJS f\o -fet 1luv-e _..-F rn~ bou•"'dary; n~c,cd .. ive WIIV'tov-pr-t~r~c.'p~l stresses oleve_(op ,;, fhe (1\\Jev-+ a_V\Ci ctr8wb1. • $~W'S C.C.. ~X'IVl'tVVh. dft'OVMO...t'(ot, c;hw(IIIJ..JQY"d D f ~I 3 ( I X I 0-'3 f+ )( I '2. I;../ H = 0, OQH i "1 ( "' E''S ' • ?"'otv<; A. IYJc.lrttvtvM. hora .. ctl\.ted d.e~rM~trc"' o-f O.~"'"Jl X'I0-1.4 xt'-; C'J.DOOS ,,t.J...e, • verrft'es '5tahl! ify tJf ~e pttt!bq_i.J f-e rf!)cf::. cend/frd11 s. ) CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE & 5010.54 IFRONTl CLIENT Q PROJECT ttPA I Bk.~DL£'( LlfkE lfYDt<O CALCULATION TITLE (Indicative of the Objective)·. DESIGN 0~ TH~ ROC/( [<..EfNF0/2..(£14~N T 5UPPORT S'($r~M FoR rH~ MA-IN PAM D IV El< 5101\J TVt'JNC:..L J. 0. OR W.O NO. I c.; 5" DO CALCULATION IDENTIFICATION NUMBER DIVISION 6. GROUP G(A) CURRENT CALC. NO. OPTIONAL TASK CODE * APPROVALS-SIGNATURE 6. DATE REV. NO. PAGE 1 OF 19 QA CATEGORY (V) OI-NUCLEAR SAFETY RELATED on om fti H'rCRu OTHER OPTIONAL WORK PACKAGE NO. 6C SUPERSEDES CONFIRMATION INDEPENDENT OR NEW PRE PARER (S)/DATE (S) REVIEWER(S)/DATE (S) REVIEWER(S)/DATE(S) CALC NO. *CALC. NO. *REQUIRED (v') OR REV. NO. YES NO DISTRIBUTION* I 1 COPY I I COPY GROUP I NAME £.LOCATION I SENT GROUP I NAME 6. LOCATION I SENT I I ( v1 I I (V) RECORDS MGT. : ;r. MI~S~t-I I I FILES (OR FIRE I I/' I I FILE IF NONE) 1 lt"'C -FF I I I &E.C>TE.CH :D. C~6t.i<~ I V' I I I I 1 lftJc I I I I I I I I I I I I I I I I I ! I I ! I I I I 2 3 4 5 6 1 8 9 10 II 12 13 14 15 16 17 18 19 20 ) 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 ) 42 43 44 45 46 • 5010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION 5o GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE_b_ lSSOO &(A) o9 ~e_ TABLE. OF COf\JTE.NTS 06J"ECTIVE. M ET!+OD6LoC::r-Y A SUrv\PTIOt-JS SoURCE'S 6F DAtA ( C rJ C LU 5 \0 N 'S tr1\PlRICAL-Roc..k Q\.JA-Ll TY (;LJ ll)ELI rvE S (V\! rJ! M Uf\1\ CC f\J P:: 1 ~J i rJC9 PRESSURE_ L-Er\JGTH 0~ t<E.Crt·.J ANCf-ft r< t_erJ v PQE._-12-E l t-J f=ORCE.MEJ'JT OF F~:,r.;:.TAL 13E:Af<J N& '"PLAT E. v E ~ ( c9 t-J PA-&>E.. 3 3 0 G <8 9 I I l2 )j ;5 17 !8 2 3 4 5 6 7 s 9 10 I I 12 13 14 15 16 17 18 19 20 21 22 23 24 25 25 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 ) 42 43 44 45 46 .a. 5010.65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE lS"SDO &(A) cJ9 Gc.. 013IEC\\ \J E. To cheLK otV\d doC..VVV1~vtt (V\e rdc..K vt' ( nfcrc..-e (111f'V1.t d~s icfV\ fer lV\"e ·YV\t:un c{C(M di\Jt?_Vt)[c."IA tuV1t\e.l Suppovt '5ysfeW\ q ":; J shew V\ 0 ~'"' ~ vJE(_ D ret vJ trJ~ \5 StO-FY-r~2A c.. r,d FY-13 '2. B. Design of Rock Bolts Design of rock bolts is based on past experience and empirical rules for determining the minimum length of rock bolt, the maximum spacing of pat tern rock bolts, and the minimum average confining pressure to be applied to the rock face. General guidelines are available for rock bolting based on the rock quality designation (see Table 3-3. Support Recommendations for Tunnels in Rock based on RQD, COE E110-2-2901, pp. 3-11 to 3-13). When pattern rock bolting is indicated, the following method will be followed. Select the rock mass quality category from Section 4. 6. 1 and set the width of critical blocks from the following table: ) 2 3 4 5 7 a 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 44 45 &5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. CALCULATION NO. OPTIONAL TASK CODE PAGE _!:j__ 1 S SDO 09 <de HIDT!l OP CRTTICAL BLOCKS Excavation Method Rock Mass Quality Drill and Blast TBH Sound Rock 4 ft 4. 7 ft Moderately Fractured Rock 3-3 Highly Fractured Rock 1.3 2.0 Interpolation may be required; poor rock will require support by means other than pattern rock bolts. ::; r e !1 ff: r Rock bolt spacing will be no .. ~ than 1.5 x width of critical blocks. Rock bolt lengths will be no less than the vertical rock load (see Section 4.4.7). Minimum average confining pressure (p) applied to the face will be no less than: where W = width of excavation Wb = width of critical blocks Gt =total unit weight (Section 4.6.1) in psf. 46 L---------------------------------------------------------------------------~ ) 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 ) 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 ) 42 43 44 45 46 .... 5010 55 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISIO~ Ei, ~OUP CALCULATION NO. OPTIONAL TASK CODE PAGE_5_ l§~oc r; rAJ 09 0c_ Rock bolt capacities will be taken as ~5% of the yield strength of the bar and wi 11 be stressed to no [T)ore than SO't of the yield .strength of the bar during installation. The minimum average confining pressure criteria wi 11 be satisfied by increasing the bar dia[T)eter or going to grade 150 high strength steel bars. The length of the resin anchor bond will be determined from resin anchorage charts supplied by the manufacturer using 100% of the yield strength of the bar as maximum anchorage loading. 4.6.1 Basic Data for Excavations in Rock Results from subsurface explorations and geologic inspections have been used to determine rock quality. Based on these results, rock quality has been categorized as follows: Drill Core Fracture Rock Mass Quality RQD (%) Spacing Sound Rock >75 >3 ft Moderately Fractured Rock 50-75 1-3 ft Highly Fractured Rock 25-50 2-12 in. Poor Rock 0-25 <2 in. 2 3 4 5 6 7 6 9 10 II 12 13 14 15 16 17 IB 19 20 ) 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 ,) 42 43 44 45 46 .. 5010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION}' G~UP CALCULATION NO. OPTIONAL TASK CODE PAGE_k_ IS""Sl>O {;;(A J 09 &c_ l \ Unit Weight (Gt) The total unit weight of sound rock is 170 pcf. The total unit weight of moderately fractured rock is 155 pcf. The total unit weight of poor · 140 f When rock is used to resist to highly fractured rock ~s pc . uplift or sliding, the total unit weight is 140 pcf. !r-.e (~11\tvuc..f-cr wrfi vse d.,,{( o-b{:l~T Me11-JoJs fer ek'ta VO... n Cv\ 0 f n~e. d \ ve. tr~ IC V1 +tH•'I 11-e f. 2. r:=:retc..:h;r.e ~pct.tlvtt 1 ~ / 3 -ft-1 ~ P..,-e dtver-stcH\ t-uvtne.l at.r Ect. IV: I-s ::;ee;/. s t-o lc~ rea s.on.ab /e fro V'V\. q ua./1 -fa 'h ve -he (c.{ c..iJ 5 erv:).. t-ro"' ':. . . ~ 1. Geof-c:c..hV!t(a( l)'(Slc·L\ (rth'Vta_, J ?... Cctlc: v lo. ho~ 1 'S Sb()-C.(__ A)-l t Rt :>{uc. ho l"' ::' f Engineering and Design (of) Tunnels and Shafts in Rock; U.S. Army Corps of Engineers, Engineer Manual EM1110-2-2901 2 3 4 5 6 7 a 9 10 II 12 13 14 15 16 17 16 19 20 ) 2 I 22 23 24 25 26 27 28 29 30 3 I 32 33 ~4 35 36 37 38 39 40 4 I ) 42 43 44 4 5 4 6 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET • 5010.65 ....._ CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GR~P CALCULATION NO. OPTIONAL TASK CODE PAGEL (55C6 &(A; ():!) <Gc... .... ' .... ... 'f ... .... !lock Quality EXCELu:NTl) RQD > 90 ooooll 75 < RQD < 90 FA.IR 50< RQD < 75 25 < RQD < 50 VER'! POOR3) RQD < 25 (Exc:luding squeezing or •velling ground.) VER'! l'OOR4) (Squeezing or s11elling.) '!'able 3-3 Sheet 2. Suooort Recommendations ror Tunnels in Rock (2o-rt. to 4G-rt, diOJiteter Based on ~ ( l'ra. Deere , et al 2 8 ) Tunneling Metllod Shel Sets2) Alternative Support Systems Rock Bolta3l Shotcl"!H'. A. Boring M&clline B. Conventional A.. Boring Mtl.clline B. Conventional A.. Boring Machine B. Conventional A. Boring Machine B. Conventional A. Boring Machine 3. Conventional A. Boring Machine B. Conventional !lone to oec. light set. Rock load ( 0. 0-0.2 )ll. !lone to occ. light set. Rock load (0.0-0.3)B. Occ. light seta to pattern on 5-rt to 6-rt ctr. Rock load (0.0 to 0.4)1!. Light seta, 5-rt to 6-rt ctr. Rock load ( 0. 3 to 0. 6)B. Light to ~~~ediUII sets , 5-rt to 6-rt etr. Rock load (0.4-l.O)B. Light to :uediUIII sets, 4-rt to 5-rt etr. Rock load ( 0. 6-1. 3 )B. MediWil circular· sets Oil 3-rt to 4-rt ctr. Rock load (1. 0-l. 6)B. Medi u.m to heavy sets on 2-rt to 4-rt etr. Rock load (1.3-2.0)8. Medium to be a vy circu..lar sets on 2-rt ctr. !lock load {1.6 to 2.2)3. Heavy circular sets on 2-rt ctr. Rock load (2.0 to 2.8)B. Very heavy circular sets on 2-rt ctr. Rock load up to 25o-rt. Very heavy circular sets on 2-rt ctr. Rock load up to 250-rt. !lone to occa.eional lfone to occasional Occasional to pattern on 5-rt to 6-tt centera Pattern, 5-rt to 6-rt eecten Pattern, 4-t't to 6-rt ctr. Pattern 3-rt to 5-rt ctr. Pattern, 3-rt to 5-rt ctr. Pattern, 2-ft to 4-rt. ctr. Pattern, 2-rt to 4-rt ctr. Pattern, 3-rt center. Pattern, 2-rt to 3-rt ctr. Pattern, 2-rt to 3-t't ctr. ..... !lone to oco~ local a.ppllc&t.!.OD !lone to occ. local applicatioc 2 ill. to 3 in. !lone to occ. local application 2 in. to. 3 in. Oec. local applicatioD 2 in. to 3 in. 2 in. t.o 4 in. on erown 4 in. or more crown a.nd sides 4 in. to 6 in. on crovn a.nd sides. Coa:bine with bolts. 6 in. or more on crown and sides. Combine 11ith bolts. 6 in. or more on vaole section. Combine vith medi UJll sets . 6 in. or more on vnole section. Combine 11itll medium to heavy sets. 6 in. or more on vhole section. Combine vitn heavy sets. 6 in. or more on 11hole section. Combine IIi th !:Ieavy sets. ~otes: l) In good a.nd excellent quality rock, the support requirement llill be, in general, minimal but vill be dependent upon Joint geometry, tunnel diameter, and relative orientations or Joints and tunnel. 0< 3: .... .... ........ V10 ' (Ill\) 2) Lagging requirements vill usually be zero in excellellt rock and will range !'rom up to 25% in good rock to 100% in very poor rock. 3) Mesh requirements usually vill be ~ero in excellent rock and llill range !'rom occa.oional mesh (or straps) in good rock to 100% mesh ill very poor rock, 4) B • tunnel width. "' ' ""i'3 -..o 0> .... 2 3 4 5 6 7 s 9 10 II 12 13 14 15 \6 17 18 19 20 ) 21 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 ) 42 43 44 45 46 A 5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. CALCULATION NO. OPTIONAL TASK CODE PAGE 11._ l s r;oo 09 ~c- J, Use fhe {offoLu fJ TVYln-eJ ~r-~de /.;,:::; iflr~,rdbett·~ .. 2. #. 8 ( 1-,nch tlom!YJa( d;am-efo.-) 3. 16 -f+ I o i7 i w ' ft.. 2. 'f -; ~ res 1,.., b o ~'~ d I e J ih jpac ec{ s--f+ b ~ ~-ff t: 11 c.e ,.rfers et?.c ~ y.v"'-~ ihrov;hovf ;.enyr11 of 21-rt ~c..4v4ft?.;! wl;;;{ t'J.,, S: 7)ecr~q1e ~p4t/'.1J . .fo 5-Ff A: '(-ff 111 Tll-e w;de Fo>ri-wr, c. f-rflf (7;it.tlce TYQnSif-tc0, ~. "Spee.-;Fl ;,fee( s+rc.rp'S -for s{,,pp::-r-1 cf' "'-Ca.Sit.J..,a I fYt odert~_ fe fv {ro._ ( n/r-e d ro cj( ' 7. (.e Yl s toY\ :ti 8 rock loo If S 1-o 30 ~ 'P s q V')c/ .#-!() ro C.. fc C{ Y\ (_ ;, 0 r ~) fo ~ Q /( I j;> S . ~-Few-Ctcld; h~'14. ( £ vpP,OY~j of=' ~foe}::_ ne y< r p~~ hi. I-s f'"5 el 2 6-f i I C> YJ e; ro ~ /"( ~ .:) ~ue 5 ! f") s fv.. I I 'f!_ d 1/e y I rca.. -=ra>rv\ r h !' e-E? I 1 z..o rae f.:: (ct I I b-2 r: c 4. 9'. S pcu:. e rfr e_ r.;_r .. ?r fa.. I pe v; m-e fek" r6c k bo !Is Cl f Z F-f -froM "~A -e dp-:: :-·u ~ ~ cct s f.?Ct c r Y? t:1 no tf r ett t--e r ?'}., Cll·l q..-.P+-{_-c. . J J (j Use. --:2.. b.eve( w!i~),er) Dr I /:;.~?vel !A)4'5A~""" 4(/!c( 1 Ffctt fNtl:her ~~~ qn &''Jr 8" ~ 3(3 11 bet~.rlj ;tqfe of A30 .fP~I. ) 2 3 4 :; 6 7 B 9 10 II 12 13 14 15 16 17 IB 19 20 21 22 23 24 25 26 27 2B 29 30 31 32 33 34 35 36 37 3B 39 40 41 ) 42 43 44 45 46 ... 5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. CALCULATION NO. OPTIONAL TASK CODE PAGE2 155DO 09 IOC.. EM.f?!RlCA-L. 7Z_(C}:c U?vALlT't bL'IT)Ell tvcS 5~f-t?h~ctf CfnCI.lyS/5 C!:J{ rh~ R~D Vadve.S f~y-c/n.)€Y'$toN f-vN~f:!l bor"'h?R1'1-""!JO show~ Rct>P>75%.;, fh-.e v-octc trv'l{,-ry IS 5 0\J Nb R_CC..~ Ct ';:) 5 hoJ..U ~ Dll'\ ~. $" of fht > C ._.--t{ C Co':\ ct I '5 &OOD et:? c:;hou..1 V\ OV'\ p· ( e>f r1\tS (CJ..{C. Fer l!W\V eV\ +i& V'\({_ I & \r ,I( J-b Ia s t +v Vl 1\.e./1 v..c, (". e lfA.. cu:.( Th-e.. s u~~.e~te~ Svp port sy~+!.Yf\ ~ a.v-e. J ) 1. 'Stee.( <;e.t~-~~·~htse+) c;;-~a' oc.. .. .S e.~ w t.\ I nott.' be, usc d. be c~ vs ~ ('fl~ 1 "ecru r ve add! hcV~a..l -eYC£1 v c{. +u:,v-.. tc Col. v ~~ c~ r -e loa. v-'~ .;..f r Fe rr .f 11C f. · 2. Rock 13olf~-pqft-ern. ·rock botrs :)v-, 5 1 f-o (, f cenft:Ys. 3. Shotc.v-c.te.-oc.C.et$1C'h~ll loc.C\1 Y?f/rca..f-r;V\. , IN dl ~e ~ C: o V\ tr~ c t-ors C!JP he t' h !i r h () f-r~9 vI ved {or rh-e_ rnffi/'<-e.. ~£trv,_:rure. whtrt"' hydlf~vi~·c ,Sh'lotftiflrS") ~vrd ~v,de; (cr bv!khe~c~ axr·es rc:qv1res o. ccV\cref-R._ tlt''l I h 7 :;A,_'/"\ Y !)...) ().. 'I . (j J Tf\€11~ r~~r~ 'PD+I.err-, r~tk bvl~ w d! be de~!::; 0,-:;,d f:xr lh e_ 1({\et 1 ~'\ dcnr,_> drift r S \ Cl \1\ -tu 'nrt<.. L V · Sv~q.€~ t:-c.\ '(VCK \oo.&s ct.r-~ C.3 to 0.&, bf~e ·h.HH!e..( wl4 ~ -rbJr \V\\~ t.fc..SS ~f 'fDC-K u)he...V\ '5fee{ set-s V-v'-c. uS(,t/.. w'r-\t It\ \t?t. K bo \+-s t.»J·R_ \)5-?d Th~ ('Dtk \ca_c{ ~ D..rt 'J?}<J(t>& 'of hct\f-) ().{p --- --------------------------------------------~ 2 3 4 G 7 B 9 tO II 12 13 14 ~~ 16 17 IB 19 20 2 I 22 23 24 25 26 27 2.8 29 30 31 32 33 34 35 36 37 38 39 40 41 43 44 4~ 46 • 5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J. 0. 0 R W.O. NO. CALCULATION NO. OPTIONAL TASK CODE PAGE& /5"S"60 DESCRIPTIVE STATISTICS PROGRAM DATA FILE ( .OBF)? OIVTUN FIELD? RQD STEP 1 OF 4: INDEXING RECORDS STEP 2 OF 4: COUNTING RECORDS STEP 3 OF 4: ADDING VALUES 0.9' STEP 4 OF 4: FINDING HIGH/LOW VALUES. MEDIAN, MEAN RESULTS 20 n NO. OF ENTRIES tt HIGHEST VALUE 1.. LOWEST VALUE R RANGE ~SUH f'f\HED I AN i MEAN j _[-fi~o 95.00 . 89.65 ,', /<(!(1) ') 7 5 % 12.20 S STANDARD DEVIATION V VARIANCE 148.8400 Structure for database • A: 0 1\..ITUN. db f Number of data records · 20 Date of last update : 01/06/8o F1eld F1eld name Type Wtdth Dec 1 BORING Character 8 2 RUN 3 DEPTH 4 RQO 5 FRACTURES 6 LOCATION 7 GROUP .... :-ota1 ** LIST 1 3 4 5 b 7 8 9 10 11 12 13 14 15 16 17 18 19 h~20 RH30 RM30 RH30 RM30 F~:-130 RM30 RM3C RM30 RH30 RH30 HM30 RM30 RH30 HM30 RM30 RH30 RH30 RM30 RM30 RH30 Numer1c NumeriC NumeriC Numeric Character Character 16 14 21 13 18 19 2 ' .., "''- 11 15 5 9 1 20 s 17 3 7 6 4 70.7 60.0 94.6 55.0 80.0 84.6 15.0 50.0 45.0 65.0 16.0 35.0 o.o 89.6 30.0 74.7 10.0 25.0 20.0 15.0 5 7 5 10 9 9 54 100 ~ ft 100 100 100 100 100 100 :co 96 96 94~ lv\ 92 90 90 38 86 83 82 66 30E-L 0 DT 0 DT 1 ::JT 1 D'" 1 DT .2 JT 0 OT 0 DT 2 OT -. DT 2 OT 3 DT 2 DT 3 DT 4 DT 1 DT 3 DT 6 [IT 0 DT 4 DT GC (h.PC~ t::'!::A'SE., CoM11A:.1 rd 1)11 r. 2..5 n::: ~o ~ = 8~-"5 5 = !6.S'i :2:..:= b ;... -n . .... ·. ;.:, f..:: :. v-; ~ t~.~-~-_; --···.,. 0 yor:a·c.. i'-'· l.::, C{ ""· 6_ e ,-)· r'J ;.; ' i'-'\ZI. ~ ' ., -~ _: s;;-z{~t&fh2-l(bor-~· ~n 2..0/rs,= 3,'33 vafv<'> £{_+op Vb~) = JcO <f_(_ bot t/r., r~):: i -;<? '5 ~~ 360-(7 s__ ~ ' T T .,. I T I .,. ' s s R R R Q Q ;..J F -to s.: 12.2.. 61"( L= 30 ----------------~ ''\ I I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 \ 2 1 I I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 ~) 42 43 44 45 46 ... 5010 55 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION tt GROUP &(:A) CALCULA TJON NO. OPTIONAL TASK CO DE PAGE .LL tSSDO d.9 (o(_ Rcc,K 'BDL.\ SPAC\N6- "F '{')"IV\ -r-~'\ ~ c. hc..v+ () V\ P· i...f of H~ r s ( Q_ I ( . '"' -e_ w rd n of c..'f·tf-itC\\ b\ctf<? vJb ="1ft fer sctJt\~l roc_~<; cl.r-\ q J-b lC\_-: +-tv rlf)~ ( ~. $'PAC 1 N & ~ \, t; X W b = /. S X !..f :: ~ ft \h~c~ fY\0..'-f b.e. fl.'f-€4S wner-e fh-e v-e>ct< c(ucdt,t-'-; l-~ vYlcC(..eva.f-(ly fv-tt c.-+v'C" .e c{ • C\.11\d 1,t \ s d.~ 5 H·~ a..l.o { e to ha. v e ~ u ntf-c v J.·"r\ 'S pct c. r V11 ihv-ov0~ov\ \"ht lliVlr'lelj vVb = ")..,7 rt f"roV'Y'\ p·4, ..1 5 p A-C I N b-£ \ I s X 2. { := 4. () 5 ff ,'. l/!?e c-t .?fC:./: r~111 of 5 Ft a,nc1. $pe.tt'F'y_ sfee( r,.f-rttpc.. b~ fw et: V\ b o 1 'IS ~'5 ~ c.~ vt -rrac ro r 1 n5 fq 11-e'd 1 f-·~.Jr1 "F"cv-s.~fe+y ;~ Modt!'l'afe I/ -frc~..c. fl./red .S'!~f-to~A.tS oT Tl,e -1-ul?/!1~ I 2 4 5 6 1 8 9 10 II 12 13 14 15 16 17 18 19 20 ) 21 22 23 24 2~ 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 _) 42 43 44 45 46 ... 5010 65 STONE B WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION c;. GROUP CALCULATION NO. OPTIONAL TASK CODE PAGEl£ !SSOO C:;,(A) e.9 G c_ F-.0LK Eo L-T LE.N~ T\-t F-.DLk loclt \-€11\1 Th? S~ou(d Jo-e,_ :;2. 'X '!ifC{C..IV17 cend Cf ve ct. t.e. r 't!' cu'\ [})e. rd-t k I o u c{ II~ 1 '-"' V\ t a. nc{ p r ~ f-e.+« b ty . fi\./evdy d'\VtS!bl{ ,~+a C:::C ft-~~~Ths afTl'.f'-e.~ctfoctr ...~for_t\. -:2. >< S PIt-(_ IN&-::::: '2... x-'5 .::-I 0 rf- I o .P+ ') (o, 3 f-f ' 10 -rt ~ (0.9 H ~tA:X y-YYC/( lot<d a.f wtdesf p()._r+ ()f n.e tYlft1k-e ~nstf-t"h GO .;.. ID -0 b"lfs per sfoc,k. !e0Jf71 A slt.C-Jht: 'fv-o!o 1elhl_ t:tpp.ear,:; q r-m-e wtde~fto.~f (;f' (h-e IYI. f'l~e -r-ra.nst ht> ) so tat<e. fl\e tofti1t;JIV'd m~as ure : • use 7...0 f+ /oY"Ic, r~ck dowels /ns~ 1/.ed ~~ Tlt-e E. I If 2..0 'f'"Ck.+'-ct ll b..? 11 c '"' TO s 1.1 Pf'~ t/'-+-Th.-e (1./ld~ p 4 r +-of rf..,e r-:_·ifr)e (. • l/~e_ /"S ff /o;,;ct r~;cf:. 6o/fS IYJstde wtde p?~'I (J f rn e fu Vl n e v, 1 I 2 3 4 5 & 7 8 9 10 II 12 13 14 15 16 17 18 19 20 ) 2 I 22 23 24 25 2& 27 2B 29 30 31 32 33 34 35 36 37 3B 39 40 41 ) 42 43 44 45 46 ... 5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVI~( A ~OUP CALCULATION NO. OPTIONAL TASK CODE PAGE12__ 1 r; c;oo ~.9 cO c._ MHJ \MV M L.6NF!tVI tJ(,-Pt~J;:5St.Jra£ ,V\-,V'\-ImvVA lfO<:-K bo!+\~'1 pv-.e<Ssuv--e. c.~._pp/1wl +o {he :Mce. l ~ co VV\ p v f--ed +v-o V"t\ "fl-1-e. Y'tt. f-1 o of ex c « v c:c.. f-!t c V\ +o c ;-, f--t cq f bloc..k vvrd~ cui\& uvqt VJetJht of v-cLk) O't= 170 pcf- -FvC>m p., (o ~ F-rh IS (,&;{_(c.._ p::; (w /wb) x ft ~6v-f~e 2t-Ft tvnn-e I p= _1:j_ x /70 ; :392, S ~~~ ft 1. y Try l -i() 4> (#-B) ~~ r -c:a. c1. loct r-) @ 5 ft c.-c. ~C( ( h. v .. u:~ 7' ; In€ 'I K ~ '2-. s <£1 f+. f[!J 5' El . CAPA:Cii'f ' . cov--e. r-- 6f s'l ~~£::: ~f e~t-~ bo It V'"Y\ uS t-b-e. 18 8 '! B s 692,S)6)( 2Sff-2 ::: 22.'3 KtpS 61\ ~---l F-l-.._ I ov- G G 8 I r;3J~~ Jb~ zsft~= 38. S Kr p') T'V\J ii-8 \"h'f<4dbor~ ~Sf+ c-c, /eV19~w/se 5(c>OtfV'>J_. A--c.rDSs Tlte a..v-ch-:t.. 4-4-H spC<. l-iYJr; c..over~ 2.0 Pt-z.. q 0ct .::t 3-Ft Sfct_ (.tt-1 9 c_6 ver) /5 Ff" . J J :. CAP I+{ tTY of c ?1 C,.cl.' mu 5f b,.e 897-l( '20::. /1.8 k1f5 ' 1 s 3 e. s ~ zo = 3o. B ~ 'f-::. C>t( or t3 '2.. >r IS -13.'1 tctp ~ 0.,.. 15 ~8. s X I s ;;:: 2.3./ k lp ~ ) 4 5010 fi5 J.O. OR W.O. NO. 15 S'OO 2 M ttJ"' u-ht c.. ~->v-en 3 4 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVI&N/ft ~CUP CALCULATION NO. OPTIONAL TASK CODE 03 GC th lt : I . V'C~(C~y· .:.:ttCc- PAGE_!#. 5 DYWIDAG System Details 7 Prestressing steel-ASTM A 722 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 H 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Right hand thread. ~ I Maximum Nominal Ultimate Cross Ultimate Coupler Anchor Nut Hex i Threadbar Stress Section Strength Weight I Threadbar Length Length Width Diameter Area (f.,.A •• ) (lbs./lt) Diameter Diameter Length e (in.) (inches) (f.,.·ksi) (A,..-inches>) (kips) (inches) d (in.) c (in.) a (in.) a (in.) \ 'Ia 157 0.28 43.5 0.98 1 .750 1250 4.50 1.625 2.00 •. 1.25 c-1 150' 0.85 127.5 3.01 I 1.125 2.000 i 5.50 1 875 2.50 I 175 I I I i 1 'I• 150' 1.25 187.5 4.39 1.437 2.375 6 75 .. 2.50 3.125 I 2.125 l 1 3/s 150' 1.58 237.0 5.56 l 1.562 2.625 8.625 ! Reinforcing steel__:_ ASTM A 615 (Grade 60) . Left hand thread for SIZe #6 th+u # 11 and nght hand thread for ;:: 14 and ;:: 18. Threadt]ar Nominal I_ Cross ~-~~d--r· Maximum I Coupler ! Hex Nut I Size Threadbar 1 Section Str~~~th ! Weight Threadbar t---------+', ----,.--. ------l- Designation D.1ameter Area (f A-kips) ! (lbs./ft.) Diameter Diameter I Length Width Length (Inches) (A.-mches>) • ' ! (inches) d (in.) 1 c (in.) , e (in.) ! a (in.) # 6 o. 750 o .44 1 26.4 j--:1--:s:::o-=-2 -+--=-o .-=-81-::2-+--1 _.:..., 2_5:__+--3_:_ .so_:__o_ ,---,....:1_2...:.5--"f--,.....:_ o:_o...:o---1 #7 0.875 0.60 36.0 2.044 1.000 1.312 3. T50 .250 f 1.250 r---;~8--t~1-=.o:::oo-=--4--o~.7=9~~-~7,-:~7~.4~_i--2~.6=7:::o~--,2~5-+---.5~oo-~---~--.4--37.~j---1-.3~7s~1 #9 1.128 1.00 60.0 3.400 187 4.250 .625 1.625 #10 1.270 1.27 .. 762_.., 4.303 1.437 1.875 5.000 1750 ' 1.875 ~------~------~------4-~--~f------~------~------~-------+-----_LI ______ ~ #11 1.410 1.56 OJ 6 3 1562 2.125 6 000 2000 2.000 1----#-,-4-. -+--,-_6_9_3--1------2~-.25·---' ,_ ---+--7-.~-·-~-,-.8-?5-2.68 --+---.5-00-~f---------4-------l __ ~-----+-------+------+----+-------+-----~--------~--3--.so __ o~ # 18' 2.257 .00 2 13 50 2.500 l.SOO 3.250 ------'-----·---'----------'----------'----__ L ____ .....J... ____ _.J._ ______ L.. __________ L_ _______ -· I nc{tccLt-C-s (nt:tf the (ovJ~;r t.c-sf &ra_de (QO ft8 rn'r~:::{cl f::rt 7 w 1 10. i f'5 4 7. 4 l<lp yi-eld s trer;y Tr--Is '5v 1 fq6(e, ~; ;~ 9 S i& a f t11 'S •:Jyo "J h.. :<. !:> Cc,poJ r "f '! c F (~ P r~ c /'<; 0 · ~ S X 4 7, t-t ::: 'i '5 fr: ;p ~ ee_ sC<fe+y fac.f-cr-c;f /.5 j'ves CL des)"" C:Jpoe:tft; 07 _:rs =-30 ~P' I . '? q ()d a Sf!Q c I Y1j. C; f 5 fr. 6 v '5: !tj h H k /e s ~ fhq i1 tf .ff Is sv:J;;e~tebiFC'v-~~~ uJ:d~;,:t---part-of:"~~ funn'!l 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 IS 19 20 ) 2 I 22 23 24 25 26 27 28 29 30 31 32 en 34 35 36 37 38 39 40 41 ,) 42 43 44 45 46 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET ... 5010.65 "0 c: 0 co ... 0 J:: u c: <( c: ·v; Ql a:: 0 £ c:n c: Ql ..J "0 c: 0 co ... 0 J:: u :c: <( c: ·;;; Ql a:: 0 J:: ... c:n c: "" ..J CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. PAGEJ5.... , 55"00 IN -H-t--H++-++H-~H--+-t++--t+t-t+H--H-t-H+ni-\H~Av. 7000 p.s.i./50 MN/m 2 : Average Anchorage Loading -Maximum i I I I I I IN CIMt I I . j ! I lm I i I I =it I I ' I I I ) i ' I I I I j I -~ ~ . I I M ' I I i i j m I ~ I : I I I I !..X I 1 I I 1 c.'~-, .' ....... : I "0~ I I :~ • -Nr:~'~-.C ' I 1 ' !..-L~ltf I : iij1':~ I 1 ,I ! "rvl t ' -~ I ' ' I : I , S ' I I ' i . . : 1 . \"?-ceil :....- I , I ~ i I I c.tte<'q . · :::::;:::;;; I I / l N'e<W?"~..-j,... I I I I .}..: ~~ T I ~. I I I I I ..... I I I I I I ....:-t-'7 I I I . I I m I I I ! j I I I I I 1 I ' . I 110 I 20 I ' I ' •I I I ' 101 I 15 20 ; I~ 25 I I ' I! Average Anchorage Loading -Maximum I I I I ! I I .Y I I I I I I I ' I I I I I =8; v I I I . 1 I I I I I I I : '-r"" I ..... I I I I I I : I I I m~ I I '2151 I , I ' I 310 I I I e.g. Car6oniferous hard limestone Av. 750 p.s.i./5 MN/m2 e.g. Mudstone Silstone Av. 2000 p.s.i./14 MN/m 2 e.g. Average coal measure sandstones Tonnes Weak compacted shales Short Tons \ I 2 3 4 5 s 1 a 9 10 II 12 13 14 I~ IS 17 18 19 20 21 22 23 24 25 26 27 2B 29 30 3 I 32 33 34 35 36 37 38 39 40 41 ) 42 43 44 45 46 ... 5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER PAGE /G J.O. OR W.O. NO. t5t;oo DIVISION E). GROUP G(A} ' £nfe.r c~af"f ~ too~ of rnre4d/:g-lr yl~ld sfre/ih Lf 7. i ~ l,oao lhj _ 2 3 . 7 !h~rf fz,;,) -2000 ( b ~ / S ht>rf fr:J..._ - Ht;n sfr"~,_,;(h racf:; ( 4ve ?~()Ots/) ~ /7 /I Mec/t v Yr1 s freny/7.. !i'ck ( 4 vt> ~ IJ(JtJ f~/) "> 3 2.. 11 for-soVVld o;rey tpocke rock at-/71e d1vers tr.J'1 tvn/Je/ t--v e tt re 1;, cl The -s ~ v nd r-'C):::: ra n :;e. , / . . ' If IS notdcstrqJ,fe fo br-eqk rhe lhdr"vtc/(/q/ reSin Cctvtr-1dtre$ :. ~feofy .:::;___ boYle/ /e~TJ.. dtVIStble C v rAe r+?5t~ yle /d For ct _!f 1 ve." jhread(.::;qr-'du1 m(f-er 4 nc( 'bare ~-!ole -51-z.e. Frorv1 lhf Y't1CJ.1111Fa.cfvr..er:s (Celtrfe) /tft:~fv~- "' rn a: w 1- w :::; <1: 0 1- _.J 0 rn RESIN USAGE CHART CHART INDICATES INCHES OF SOL T ENCAPSULATION BASED ON STANDARD 12 INCH (LENGTH) RESIN CARTRIDGES FOR ANCHORING AND GROUTING ROCK SOL TS. CARTRIDGE SIZE -(" {Lf1 ;;;;:- 4512 2212 2512 2812 -3212-3512 4012 II 6 3/4" 16" 15" IV\ ~~ 7 1 7/8" 18" 17" 15" II 8 1" 18" 1 ~\ 16" 12" It 9 1-1/8" 15" 12" 20" 16'' 1110 1-1/4'' 19" 18" /111 1-3/8" 20" 15" 15" 12" 1114 1-5/8" 12" , •• 1-1/8'" 1·1/4" 1-3/8" 1·1/2" 1-5/8" 1-112" 1-5/8" 1-3/4'. 1-7/8" 2"" 2-1/4"' BORE HOLE DIAMETER (Inches) Thts chart 1s prepared as a gutde based on average drilling conditions in concrete 01 rock. Fteld trials should be conducted to determtne actual resin requirements. (Inches grouted includes 15% loss, "''hich is typical). . F6v The -# s bor In a.. i l2 11 ¥ hol-e. __,. y /e id = /2.11r'>€r {affrlrjt:. ~·· use )-.'7 11 ( "2.. carfr/~-(f) ft; -ertc~p5 vk fe 17 11 • Fm' th-e tt ro fD .. v ,.; 4 1 >it. "cf A~ I~ -y, fIt:( .:o I b 1 'peu.Y/r~ e v c; t. 3 2-l' ( 2 ( ayfrtcljes) 1-o -e_ n c qf s vIa. fr:_ 2. '1''. 2 3 4 5 6 1 a 9 10 I I 12 13 14 15 16 17 18 19 20 22 23 24 25 26 27 28 29 30 31 32 33 3'4 J5 36 37 38 39 40 41 ) 42 43 44 45 46 .. 5010 55 J.O. OR W.O. NO. 1 z; c;;oo STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CO DE c;(A) 09 0C PRE-,R.E. I tJ rCf?_c £.fv1 EJJT OF PCR.TA:L (<:::Lf'-r 7,;:7_ /,· 1-y is q6od .e no U'}h r;,C{f sfee ( 5efs av-e no I ye;_~.~trecl at (he dtll€r5t~'1 fvnnel rrlfttlee poYia/, Howeve~ tf IJ tjood fT4Cftc.f ro pfqre horiz_t:)VI~( rock qncl,~rj of /cr.rqef dt4me fer bctrs af c/os~ ~ on_7 q_rouJ~Jd The pet'}IYie tev-crf tn-e opentl-?'] p;rtor-fo btas f-r~~. These ;roc (c qnchars f?.~'(Ve11f ek'cessrv~6verhr-c-cr.l\anctfU'11cho"' r't1vcJ,, a~ sp II i"'J ro cr~ te Cln "v~Y~bre! Ia .. /' of suppvtrfed roclc. , C.~YfS c;f Eh_1rne-ers prttt_hc -e (Source 3Lj-J· 3-7:z. fo 3-7?) IS +-o use. t:t:/1 b4f-s on ¥-ff C.~nf.ers qr-,ut>c/ me op-fl'il~. A #I D. ;Are4d ba:r 1 S fJi,."(. f:erabl ~ :; o (1?qi ih'(>. '5i! hJe v-es 1 ~ Cctvrridqe stz.~ CQn bf: v~~d on bo11r r:;c.,k hoifs aYJd rr;,c...fc_ :::;_n(Acfls. se~ ,../~. . TJr-.e (:rya_d-e ~() #;o thr~~d6((r5 art' 5vtfc<6f.e wtth !herr 11-elc/ sfrenJth of 7"',2 tt'?~ ( StJe f· 13). V5r'; 3-5~ of t111s sfren;th q~ Cqp4.ctfy oF /It~ rock anc.Aor- ().!1'3 x 7(,,1.. = 72._,'/ ~~p~ ' ' ~ S C{ fe fy .fa. ( f~r o f I, CS y 1 ve s u._ a/ e S J t-1 C.a/)a c 1 1 y tJ ,C. 1;5Cf -L/8. 3 /rtfS rJ,-e5e .:p')C),ars-:Ntll b-e sfr::>ssed wrt0. C.Pillh'r ;;u!/ joc/r $ anc( I o c k· ed c F f C{ r so ~ips - 5'0-'/8.3 .: . 0 34 ~ j /z_ it 5 rress /oS) of -""~ v Al)c_i,l!lr) fY!LISf be sef ba..ck--fyom rne (?dJe ofl""he €k(4Vcrf'7o''1 sc T/1<-'l{ overbreCJ.k does not: ~;rpc.,se rh-e//11 a,rJd SJ r,..,ai llte roc.k c)()~.5 ntJt ~h.r?:~r dvl"lnJ tfnSlOhihy_, Bctsec/ :Jt/) '-?.11 4".:/5Ufftt>c/ over·br-eq/( Of /2.-ti'/Cf.. -ma.JrJYt?LIWI qnc{ /t:qv'N14 rooP'Yt -For an 8-,,;ch wtt/t' p!ctfe> a_ v 2-ft off'se f f'rom (he pevt'rne f-c,-of T7t-t! e;;-cct vtt fro't-.. appec7rS svffi~ 1~n t, 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 16 17 18 19 20 ) 21 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 ) 42 43 44 45 46 ... 5010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION fj GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE / f3 rr:;t;oo G(A) a9 c:>f> c ' . The beaj"ff/j'j plo..~ aY?cl wasv,e;r5 rl'1vs.t-b-2 chec./C+:d !'ov yrefJ dur,;..er :;71'~-sstJ,.,c;, 4 wtde ptC!.fe ~~ desir-epl ~ cov(v-a_ g ,.iq t~r StJr-htc e. c F .~oc~ q nc:f c/i 5 ry-. t6ure n, e I Oct q btYf !71e f.,.._) 'f. 1.'111 t-~ f.,:)(./1 d c ~ ,., !l"Ji/1']/ ud .,Cor Vt::< I (.,I~ C( nd J co n 'S fru c:f-;,3 t;~ 11 'fy. '"' N1 r f-..,... r r,., , .... ,... ,, c '' / .I t-7 1'..:,~ f!TD rtqnura.C. tJ'f.er 5 fYrJ~r C(l\ U x 0 p C{T(: (..U/t""-('f. i)o!t:. ;'n 'two Thtckne'5S<~ for"' tt.. #f) Thoreqctbcu-: '3/!J ,, t11 ( c_ k '12. '' IV, rot Frj r-th-e "3 /e, pIa f-+:. u 5 e._ 3/a ..;-'/3'2.. he vet wtt sAer-s To m q ~<-f1J -e to ea. 1'! 111} p /4. f'(' des {j'-1 J"t:t 1/f r i1: I 6 .. 37'S-:-o.~-8 ( =:f. 33 u.Jac,;h~r-'5. .: hfJed 0.'37S-c52!3!c:_:rff'e'.-:::.057' (qn us-e ac-f:!a.f wctsher wh1c.h r-s :t/Co'f" rt'lt"c.f:: ;;; O.fo/1 ok __:;.. 1.1 s ~ (1. 13 cV 1£ L -;-1 Ft... If T) or 2 B 1£ V CL.. S . C ~ecJc b< ve I uJc( s her-ar ~a-OV~ pier. f.-:_ • ( II 1! ) ( (; -. • '2, z:z..5 X ;., 'Z S -7T ,J.ZSj7..)-) = 3 .. 0~ 5 1111 fVDw -Fl'r rAe ?,C K -5 hre-s") ~ .J--For TA I! sa k s fres<:; --::,. . -. , ; : -..,. ,, , I uJ tJ f C.. h IS W f. :I 1() f? . '' : .1 • ll ~ '2. ( k $ I :::1 ! f::'--C-1.) 0 f.; ..C , 2 3 4 5 s 7 a 9 10 II 12 13 14 15 16 17 18 19 20 i 2 I 22 23 24 25 2S 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 4 [ ) 42 43 44 45 46 ... 5010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. 0 R W.O. NO. CALCULATION NO. OPTIONAL TASK CODE PAGE _i_Z_ l S 5'00 I I ?. '2..~ I / . I 0 I' J. I I It " f {I '(e · pIa ~ 1-s 0. 3 75 (hr(.k Or 3 7 S' ) l Q, // . ·. C)" 63-6G C w-= ?Ia. f = 2 ~ 000 p s,· C{ t/ov.:ab/(' 6end;rr; slrfs~ (./ M ~ (/tt.-z.)(z,975) ,><: Yz. {z,87S) M ::: f?B. 7 I ,;, -I h fVl .::: f t '-I C? t_ -z_ ::: JVl >' c., IF t: ::: v-?:, )(' " 'Z 7) ooo -t. = ~j' s e. 7 i-'" c, ~ ~?COO ::;; o. I I 111e-lte s ChecK the 2oft rocft:. load (.! pof"fo.( c:?f./t/ef sft-ucf-vY"e t:: .r '20xf76 z2.875~-~ ~ :: Or/) /'1C.Aes Ok \j I 'f4 -z. ?..7, ooo , -l rlct. fe U >e 2.. na,rt{f hed h.e ve.. ( wc,sh~Y" '5 \ l ) ) &5010.64 {FRONT) CLIENT 6. PROJECT STONE €:. WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE A LA.<; ¥CA "'?CUJ E 'R CALCULATION TITLE (Indicative of the Objective): J. 0. OR W.O NO. !55CXJ.o8 CA LCU LAT ION I DENT! FICATION NUMBER DIVISION 6. GROUP CURRENT CALC. NO. OPTIONAL TASK CODE PPROVALS-SIGNATURE E. DATE REV. NO. PAGE 1 OF 0:~ QA CATEGORY (y1 0 I-NUCLEAR SAFETY RELATED on om ~ H'1Ma OTHER OPTIONAL WORK PACKAGE NO. SUPERSEDES CONFIRMATION INDEPENDENT OR NEW PRE PARER (S)/DATE(S) REVIEWER(S)/DATE (S) REVIEWER(S)/DATE(S) CALC NO. *CALC. NO. *REQUIRED (V) OR REV. NO. YES NO I GROUP I I RECORDS MGT. I FILES (OR FIRE I FILE IF NONE) I FILE. t= iLE I GEd"rEot 1>1 v' I I I I I I ! 1:::. .--:s:u..-,.:..l-. J/Jr/~& b.9~ NAME €:. LOCATION _)re t:col 'R t-Ld.G-- :r. fil 1 ~~EL-/!We~ L DuNCAN/ A-NcH. DISTRIBUTION* I COPY SENT GROUP 1 (v') l Oll(:r I . I ,/ I /' I I I I I I ! I I COPY I NAME E. LOCATION I SENT l I (v') I I I I I I I I I I I I I I I I I I I I I I ) / CALCULATION SUMMARY lllf:YISION .. 5010 62 I.I.O.IW.O.ICALCULATION MO. /5 5CYJ.Q-'1 -G {A) -1 '-/ CLIENT IPIIIO.II!:CT ALA<..I.::A POi1)F(t At....rn--\0\.tiT\f /~'R.AI"\1-E\/ CAR\n'f'...} 08.1 f:CTIYI: 01'" CALCULATION Ye +c:r m•~e.. ~ab1or. ~ s-\-~b,\;tcl a ... !J re<s;sTo"c.~ eM% retG\•1\·..:i~ s+ru,"t::;re., ,,;_ Yie. CALCULATI OM Mt:TMOD /ASSUMPTIONS '"'R.e: -\-o•n•'6 S+r<..tc:. t::c e. Ear% Pre'\S"~ur{'l(" SOUIIICU OF OATA/f:QUATIONS \)raC{ 1 "i?>ro~IJ ~6_ \-\'QSlcocl<~~•<--"'?rQ(cf- Gt>oTe-(.\..n•c.c, \ '"bes•~"' Cc.kr•C.. CONCLUSIONS QA CAT1!:80111Y I COO! CLASS f6 01/€'(~(()11 ~er~ou{(.. ~/A 1) U..r.Mer S~ii'- ~ c ... ,.CJ~~n C::.,..Q,+Jo"'C '-tf,~ 8abr~.:~i" ~....;, \\ fe-<:),cft o...:efJ:::r ,...,,.;c, ;;,,...!) ::.\.Q."'< e xer"CQ ~ ';{ .. dqb,., ... ~ ':.o.;e6 IQ\ ("';((.UC:Y -..,{~ G r;:x.~ ~1"\E ;;--'""" 3) A o.35 q 1'· d.-. DATI: I I I Ill ISL- REYIEWEIII (S) COMMf:ltTI It lYlE Wt:R I C:MI!CUR DATE I ' INDEPf:ltDI!NT RI!YIEWf:JII rJ /A- \ ' 2 3 4 5 6 7 a 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 ) 42 43 44 45 46 A 5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE 15500-08 G{A) I L( rvj A-- 7ABLF or-Co{\)-, E NT S SI"RU..C\URE Cot0F\6Uil..ATtOt0 C.Or--JvEt--JnorJ BPC KFILL i GA &1o..V "YRoPERT' Geo(YIETQ Y ' ANALYSIS EARTr\QuA"-.E' LoAO~tvG-( .5wEC..) ATTATCi+mENT ~ 1 PAGE_3_ :o -IB ) ... 5010.10 1 Client 2 Subject STONE & WEBSTER ENGINEERI:'-lG CORPORATIO:'-l CALCULATION SHEET Location Page :-lo. _.Lj--L------ Prelimin:1ry ------ Item _r 0. 3~--------------------------------------~CI~·e~ck~·e~d _________ B~y-------- 4 Based on 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 EaR:n-\ A WL.f ~+ Yond ~obo,.. eofth re"f"ai~ 1d Stru<-"tuf<-"-'• II k. con6-t-u<-f::~ ""% ?ov1~ :slofX Svproc+ anSJ reTention ob:,ve ~ o;rpo,t ,,., c..\\ ca~c6 : /.~ 1.:;- ) 45 47 48 49 50 Page No. ~s=L_ ____ _ A. :!~OlO.tD STONE & .WEBSTER ENGINEERI:-IG CORPORATION CALCULATION SHEET 1 Client 2 Subject -1 3ased on 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 ) 45 46 47 48 49 50 GEOTE:XTILE UP TO 6" BEDDING OF" GRAVEL FILL ALLOWABLE TO LEVEL. PLACEMENT SURFACE 0-3 1 1.;2-l5 DETAIL 0 GAaiON PLACEMENT SCALE a PLACED SIDEWAY'S CODE A: 3'x3'x 6' LONG CODE a : 3'x3'x 9' LONG Preliminary ------- Item --------- B; AIRSTRIP rGUARDPOSTS &. ACCESS ROAD CABLE (DWG I CDWG 0 10 20FEET SCALE B A A B (ToP) (i3oT) 0 0 1 2 3 -1 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 ) 45 -16 47 48 49 50 .. !1010.10 Client Subject Based on STO:--IE & \VEDSTER E:'-IGI:--IEERI~G CORPORATION CALCULATION SHEET Page No. ___,_U.£_ ____ _ Preliminary ------ l~m ---------- J 0 By KEFE'KENcE 'J Geotechn1 c:c.l -1 c.c.hf'I\C.Q \ G lU ,&1_ \ lr.e.. -1t GT& -G.IS"-{ ~\ ""Bra91~ La.\.:.~ "-?r~ec.+ Ge~ec~n1ca. \ De~~"' Cr~r~~ 3.) ''Foun~~'"' Er1~1f'U"~'na \-\-a~ boo L'' b~ wINTER 't(C>i<!N ~FANG- Vl'trV NO{STfl.AI'JD E1N Ho 7ubltcrh•<-.::. d s) NAvFAC 4 SOtO.lD 1 Client 2 Subject 3 4 Based on 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 ) 45 46 47 48 49 50 Page No. --~~~------------- STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET Preliminary ------------- Item Location /.Lj ).0. :\o. B~ F R~· By lly GAB\ ON 5 LJT£AERATuRE Calculation data for gabion retaining wall A gabion wall is considered to be a mass gravity structure; the wire mesh may be taken u an additional safety factor and Is not included in the design considerations. The active soil preuure behind the wall is calculated using the Coulomb Wedge theory and the mass of the wallis designed to balance the force exerted by that soil wedge. Calculation data are (see fig. N!): a}Wal h height of gabion wall B width of the base A N'ea of cross section F Fulcrum-fO<' overturning calculations H height where active thrust acts 1'V unit weight of gablon. b) Soil "' angle of internal friction of the soil < slop<~ of backfill a angle of battered wan p tor s:epp<~d front-face walt, angle between the internal face arid the horizontal; for stepp<ld back·face wall is the angie between an imagonary line connecting the top with the bottom comer, and the hO<'izontal d angle of wall friction (• 0.9 'PI r unit weight of soil Ka bearing capacity of fouridation soil The coefficient of active earth pressure is: (1) Projet et verification d•un mur de soutenement en gabions On considere l.a structure comma un mur poids. en faisant abstraction de Ia contri· butkln de ... partie metalliQue qui fait fon· ction de tacteur ulterieur de securite par sa resistance a Ia traction. On adopte Ia theorie da Coulomb basee sur retude de l'equliibre global du systeme forme du mur et du prisme de terrain hO<'nogene situe derriere 1e mur. Les valeurs examinees (on 1e voit sur les fig. 7 et B) sont: a) Caract6riatl-du mw: h hauteur totale du mur B largeur de Ia base du mur A surface de Ia section du mur de longueur unitatre F point d'appui autour duquell.a structu· re tend il se basculer H hauteur sur laquelle agil Ia poussee du terrain 1'V poids specifique de Ia structure en gabk>ns b) Caractenstiques du sol: 'I' angle de frottement interne qui de- p<~nd des caracteristiques du sol < inclinaison du terrain (talus} <r inclinai.son du mur a Mane de coteau fJ pour les murs a gradill$ exterieurs: angle entre le parement interieur et !'horizontal; pour Jes murs a gradlns interieurs: angle entre Ia jonction des aretes extremes supetieures et infetieures du parement interieur et !'horizontal .S angle de frottement du remblai contre Ia face interieure du mur (.S-0.9"') Ys poids specifique du sol Ka contrainte admissible au sol Le coefficient de poussee active resulte de: Projekt und Priifung einer Stutzmauer aus Gabionen Die Struktur wird ats eine durch Schwer· kraft wirkende Mauer angesehen. wobet von der Wtrkung des Metallteds als weiterer Sicherheit durch Zugwiderstand abgese· hen wird. Es wird die Couklmbsche Theorie ange- wandl die auf dem globalen Gle•chgewichl des Systems zwischen Mauer und dahinter- liegeridem homogenem Bodenprisma be· ruht. Oie unlersuchten Werte (s. Ab. 7 und 8) sind: a) MauerelgeMchalten: h Mauerhohe B Mauerbasis A Querschnittffliche der Mauer einhei- tlicher Uinge F Kippunkl. an dem die Struktur zum Umkippen neigt H HOhe, auf die der Etddruck wirkt Yo Spezilisches Gewicht der Struktur aus Gabklnen. a)~lten: "' Winkel der inneren Reibung, der von den Bodeneigenschaften abhangt < Neigung des bergseitiqen Gelandes a Neigung der StiJtzmauer p fur Mauem mit iu.sseren Stufen; Win- kel zwischen lnnenwand und der Waagerechten; fur Mauem mil inneren Stuten: Wnkel zwischen der Verbindungeslinie von der ausseren obere,p zur unteren Kan~ te der innenwand und der Waage- rechten .S Winkel der Aeibung zwischen Erde urid Mauer ( 6 • 0.9 ") y, Spezifisches Gewicht des Erdstotfes Ka zulassige Wtderstandskraft auf Bo- den. Der aktive Etddruckbeiwert ergibl sich a us: sin' fJ sin (fJ-&) .1 d 6 F "<a . t!tJC I s· I s· I ~ T --r I & h ~ j.'FJ-F ~ H ) .. ~010.10 STONE & .WEBSTER ENGl;\IEERI:-.TG CORPOR~\TION CALCULATION SHEET Page No. -"'""------- Preliminary 21 Subject G-Ab!OI\.} 'SJAP.,ILITY 3l------------------------------------------~(~h<~r~kc~·d _________ ~B~y------------1 4 Based on 5 6 7 8 9 10 11 12 13 14 v../'r-1!5(!. 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 ""' "-a<. [I ,,, ("', a) + f >•o ( ,> • s ) , oo( p -.E) ] c.os( o<. -73) f~ In~< ()Q \ ~~,j:;'~ "'6\e. .,t boAC.II rnc.tt:"nc., I s . q...,,j\c 1 So•\ -wall ~(\C.~O(\ ....( Wq\\ \"'I '""-t""' -:a .. \:,a,t_C,\1 slo?~ k~ A "Zt.vt.-s+Qt'" L,.+~ral t::.,l"~ Yr ~ ssu r-<.., ACTIVE THRUST Pa cos2 (0-o<) K -______ _:_::..::.....::..::___.:. ____ -:::::Fz 0 -z [1 (o< &) ~ sin(0+&)sin{0-..8}l cos o( L cos + + cos{o< -,.e) J ) ) .6. ~010.tD 1 Client 2 Subject G A(l... I Q".) STONE & WEBSTER ENGINEERI::-IG CORPOR.-\Tl0:--.1 CALCULATION SHEET Location ~':-~o_ )~ Page :-lo. -~-L----- Preliminary------ Item ~~------ 3~------------------------------~(~'h,~-c~<e~d _____ ~B~y-------j 4 Based on By 5 6 bAclc:F"IL..L 7~oPE«.Tli:.S 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 cf: 330 1.5500.08 b~:s(l.., Cr.+enc.... (i'd G.~J / ~ 1'11a><ttnW'r'l ()a-:t0ra ( cjr"""r..9 ::.lop~ s : 0.9(1) = 0-<1(33")= J9.7" -NtwFAG Dm-7. -;;1 ~ Cc:.e ~C\c.oE'nt op 1'-rtc. +;-or> ~ :C..., n" to Herr, { Go b10r-or.SJ Kcx:.k. ba cc ISSoo .oe. "Deo-:j'"' Cr.+ffoc-( ~ 37 J i I I I 'li' • 17opcC1 I I I I I I I i ) • 5010.10 STONE & WEBSTER E:-!ClNEERINC CORPORATION CALCULATION SHEET Page No. --'-'\\ 0_,_ ___ _ Preliminary ----- Item ---------~- Col.c. l~c=He=nt~-----------------------L=oc=a=tio=n ___________ -.~·~N~o~. -~~~~--~J~<~).~~~"-i5Soo.oo 2 r--=s-=ub:.:.:ie=ct--'-~z...A'-.l..r.u fl,~cu.lr f"l...Ll)!'-""'J'----=S~:"\~ A· l-\i.l-lu.l--tl-L]"_.':f ________________ 0 '_' "~' j'-"'3CLI +l Ex~..&.:z2 ___ _____:_8 Y. F.~ \<.~RD) 3~------------------------------------------~c!J~,·c~k,~d _________ ~n~Y---------- 4 Based on 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 y,{Q\\ \-\e,~k\- 3' G, 9 l~ \5' Rr-vi~e1! fl; '""Po.~ 7 t7o 16/8-~ 7.7 k/~+, ~H coS ( 6" -\o<. \ J ~ 51"' ( s -lo~-\) = \1-.1 y~ab ~ A A re-v.... \ B ~-t '- ;)l .J.i5 {'J.., 99 Co$ ( .;29.7·-~ 6 ) ~ s,r'\( ::F/.7°-L;) = We1vh+ '(j J. 31-( k I~+- 3. 51 ~:. /H· 5.8S ll-/~+ 9 .3l, l'/~-4- l~-57 \<fN ~ 7.os '(../!4 / ) 45 46 47 48 49 50 Page No. • !5010.t0 STONE & WEBSTER ENGlNEERI:-.IG CORPORATl0::-.1 Preliminary i ! CALCULATION SHEET Item i I 1 ~~c. i I Client Location ~ No. H J 0 :; ., /,5: ""'l"Y'J-r> P... 2 Subject r:::.. AR In,,..} 5TA(l.\LI\\J D:tt<· d:;,t ~ By F !<: tL>IARD"\ 3 t '!1eckt:d By 4 !lased on RrTised By 5 6 7 8 9 I~ I· t' , .. ;2( ~ q I 10 11 ' 12 N) " ! 13 14 ' 15 16 17 18 19 20 ") I II ' " IV) I~· + ~ ......,r-- I :::: ' If? 21 M .. -·~ ~ -22 \ 23 ) 24 25 1::>-r.: ' . .,., ~ -• rt) i ~T I . ...:: ' 26 27 28 29 30 31 32 33 34 -.. j I~ X ' t J.fS •! ~ I ~· ~ c 7.:5' l I i I I I ; I j 35 I I 36 37 38 39 -::;fA;_ XL ' [1 5 H-Z '* (.. '3 i" 2 [ J? q2 ... Jf.S'] ¥ .l. ! X = 'i ~t< " 7.$ + " + ! ::.zA;. ( 1 nt ;;2.,.,. :n H 2 ) I 18\1~ I + /)• ... I I I 40 ! 41 42 / ' -' i '!.. 53;L I :0 i I 43 i 44 J 45 46 47 48 '1 ~ 2A;. 'f.: ( q ~t 2 x J3.5)., ( 1e N' • lo.S') ... 6e ~+z .. zs') .. (.;1.1tf 2 • 't.s') .(no?~, ~ i A;. (9C+'+ .;nrtZ*:lJ i 18 CF,.. ;;l .... ' I 49 50 -G. • \'-( I / i '{ -.::.. I .. 5010.10 1 Client ' \ 2 Subject 3 4 Based on 5 CENT2.0 1D 6 7 X I . 5.3;;1. 8 9 ~~ ~.lL1' 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 ) 45 46 47 48 49 50 Page No. __L{-"J_=----- STO;\/E & WEBSTER ENGI;\/EERING CORPORATI0;\1 Preliminary------ CALCULATION SHEET l~m ------------- Calc_ Location .._, J 0 . :'\.) Date &:, By ("hC'ckt'd By Ren<;ed By I I o;lil I l -J ~0 II i3: 9, 'M/3 ~ S'"'~~~ (u~oZ\ 9.'-\l .. / 1 .. - ~I c;-1 :r .. 0 ' 1 I _, j__ ) A S010.t0 1 Client 2 Subject STONE & 'VEBSTER E:-.!GINEERI='IG CORPORATI0:-:1 CALCULATION SHEET Calc. ........ ~0. J,i.f Location Dar< ( b rJB<., Page !io. 13 Preliminary------ Item -------- 3~-----------------------------~(~'he~c~k,2·d _______ ~B~y-------· 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Based on SL1D1NC.. lh ANAL'f5\S ;;l8.-Y \(.I /Vf q w.,l\ ./ (Yj~: W ~ X co:s\"' \ + \'"' "' ('X) 1</ff l:.JI I ;1,57 .. S: ~q +-3.01 * 7.l.f7 F. S. mQ. ~--- ~fr .,. ( "' ~I• ~ •fi ) "' 7.oS c.CJS {, -l';l.o7 .. .:>.OC! .:;•n G. \G..&I ~~~ .. 0.7 S.31 .,.,., & S010.1D 1 ~\ 3 .J Based on 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 281 29 3o I 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 STONE & WEBSTER E::--!GINEERING CORPORATION CALCULATION SHEET = 10 ks~. q-l. l';;l.Sl \:;/W t-3.0'11:./C~ 9' 9' L ( ;;t;./.f ~.?F) (9P+)?. ~ --I q-z.: Preliminary------ Item ~-- v-/i-7'4 ~ rflo ... c ~'- y.j + ?-.,~ (, (().., e:, ~"2: -0.3 ~;~t ) ) • 501:0,10 STONE & WEBSTER ENGINEERI:"<G CORPORATIO:"< CALCULATION SHEET Page No. __J_,L....l.:"L ____ _ Preliminary------ Item ------- c;')c.. ". o. I',~...., -r-_-a 1 Client Location ~ ·' · 7 .1 0. ::-;" IS:::>CCJ.Oo 3~--------------------------------~(~:h~ec~ke~d-------B~y------l~ -1 Based on Re,·ts,ed lly 5 6 7 8 9 5T Al31 L I T 'Y 10 11 12 13 14 15 16 17 ( o.l ~ ) IY), , t'" • .{) + o . I W { '( c.<>S j••'-1 -l< S • "'f.<_~ • (7.05 1</!:'f"' li.o.)') -r-0.1 {tJ.87Y•)[ C...\L.f ~&0 -5.3i~,l")'-0l rno: 35.6. k.. I=+ /rr { ..-1! / 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 ·15 N-= ( w ~ r") ~ \00-\ tf?r+ .. o. 1 w l sv, 1..<-J 46 47 48 49 50 {t:J.&7~-3.D'f)(osG.o "[7.oS -tO.I(J~.s7)] -''"{,0 1. 77 > O.K. Page No. -L-'-'L----- 4 ~o10.1D STONE & WEBSTER E:>.rGI:-.fEERING CORPORATION Preliminary------· CALCULATION SHEET Item ------- 1 Client Location 3~-----------------------------------------~(1~1<~<k~.-r~I---------~B~y--------- 4 Based on 5 6 7 8 9 51AGIL I T'i By loA01t'06 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Nlo• ?rt,.JI "'" o,35W l Y cosj<X-\ -~ ~"' \'"'-\1 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 ) 45 46 47 48 49 50 -: (7.r:E'4 • *-J.t.o~');. 0-350:J.l!nl</,) r C...l·'/co:s(..0 -S:3;l.',:>,...,(.."~ _ t:.-1 I '17. 3 / FTof' WAL. i. 82 > 1..5'"' o.k.. N 17.00 l"" 7.oS c_~(p"' ... J5(J~.57) ::.¢G,"' -(,~.57 +.),oq) ::>: .... (.."' 9.82/ / !.~ / 17.08 1.0 o.l:::. ~l MA S771NOA-)1!05 ~ 0. - (i..~""""" 44~) 1 2 3 -1 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 ) 45 46 47 48 49 50 • 5010.11) STONE & "WEBSTER E:.-lGINEERING CORPORAT!O:.-l CALCULATION SHEET 17 Page No. _ _!__.!_ ____ _ Preliminary------ Item -------- Client Location ~No. /4 £!J<ll:,~50 0' (• a Subject GARtnrJ STJ.\\l.,ll 1""r'\( Based on [ly SLJ DtNG- Es .. N ~ N ~.IL{ --~ 0.7 :. t.S T -:: T N:: IG.,(..f "w:..j, -, .. 7 ~ -\L.(., I 7. 75 k./, \ :. ~ ~ -aY·l 7.75 v, = Y1+ c~ lo~..\ ;-?\N -( w + P..,) 5•>'1 I c.~..\ = 37 k../, t ( y....{ 01-38 = ?w :c {;7,87 "/, ~? 7 $ 0.185 'l / .. ' 1 2 3 -I 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 ) 45 ,16 47 48 49 50 .t.. ~010.1D Client Subject Based on STONE & WEBSTER E:-.IGDIEERJ"'G CORPORATI0:-.1 CALCULATION SHEET . NOTES' VERTICAL WALL HORIZONTAL BACKFILL ,=+0/2 Loc::ation «t,=HORIZONTAL SEISMIC COEFFICIENT c<y=VERTICAL SEISMIC COEFFICIENT --ocv= 2/3a<h J ----c<y=O -~=2/3.C:h t 0.5 Dote 1 (3J/e<z Page No. __,_/.l...8.J------· [ Preliminary ~--·----~ Item ---~--~~-- By ..., oC ~ 0.4 <J <><.h =0.5 0.3 0.2 0.1 oL------L------~------L-----~----~ 0 I 0 20 30 40 50 ~(DEGREES) FIGURE II SEISMIC COMPONENT OF ACTIVE EARTH PRESSURE COEFFICIENT ) A !5010.1D 1 Client 2 Subject 4 Based on 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 ). STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET Location LOA DING- Re-nsed GTG-6 .15-1 Page 11 Seismic Lateral Pressure a. General The safety-related structures of nuclear power plants are designed for static loading conditions in combination with the loading conditions brought about by the safe shutdown earth- quake (SSE). b. Soil Pressure i. Lateral earth pressures due to horizontal and vertical ground accelerations are computed according to the analysis de:.reloped by Mononobe-Okabe and described by Seed and Whitman (Reference 10). {::,~C Aft =.I Active Conditions ii. For active conditions, the combined static and dynamic lateral earth pressure coefficient is given by: cos9 cos 2ac (19) where, 9 : tan -l 0.::: h ~ (20) ocv 6 0 g and P AE where v slope of ground surface behind wall slope of back of wall to vertical horizontal seismic coefficient; a positive value corresponds to a horizontal inertial force directed toward the wall vertical seismic coefficient; a positive value corresponds to a vertical inertial force directed upward angle of wall friction friction angle of the soil acceleration due to gravity PAE combined static and dynamic earth pressure force ~ unit weight of soil H wall height ••• (21) active latera 1 Page No. __ [L'f~------------- Preliminary------------- Item # 15 50 0. 0 8 .r 0. :-;.. . 2 ) A !50t0.1D STONE & WEBSTER ENGINEERI:-.IG CORPORATION CALCULATION SHEET Page No . ........<2:JD.""-L----- Preliminary -·-------i. Item --------- 1~C=lie=nt~----------------------~Loc=a=ti=on~---------<q~~~k~~~-o~.~~~---#~J~O~l~~~-5_0 __ 0_._0 __ 8_, 2 Subject GA(l.,IO!I..) <::.._--r-1\P-ILII\f [hu· ,{~,/?-£. BvF~~~ARC\\ I I 3~-----------------------------l~--:,~.ec~k~er~l ________ B~y---------i 4 Based on 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 --1 I an All . 35 ,. \-0 \ \ ; _//~~i be Une.. I ) 45 46 47 48 49 50 ' I ' * 116 \,_/EARTH RETAINING STRUCTURES The effect of ~.tall friction on the horizontal component of the active pressure force, expressed by the term KAE cos6 for a vertical wall, is shown '" fig. l2b. While the effect is slightly greater than for the total force, it !s still sufficiently small to be considered negligible for most practical purposes, Thus values of KAE computed for 6 • ~may be considered satis- factory for most conditions. The influence of the angle of friction of the backfill material on the horizontal force is shown in fig. 13, for the case of a vertical wall, horizontal bac~f!ll slope and no vertical acceleration. It is readily apparent that a reduction in 4> from 40' to 30' n111y increase the computed hori;ontal force by about 50 percent. Thus the under-estimation of 4> by several degrees could be equivalent to Increasing the factor of safety by 12 to 20 percent. The influence of backfill slope is illustrated in Hg. 14 where values of KAE cos6 determined for a vertical wall with no vertical acceleration component are compared for backfill slopes i of 0 and 20', For a 20' back- fill slope the computed hori~ontal force increases rapidly vith increasing values of hori~ontal acceleration. For static conditions, the computed hori;ontal force for a backfill slope of 20' is abo~t 33% higher than for horizontal backfill conditions; however for a horizontal ground acceleration of 0.25g, the computed hori;ontal force for a backfill slope of 20' is about 90% higher than that for horizontal backfill conditions. Backfill slope vould thus appear to be a significant factor in the evaluation of dynamic lateral forces. The influence of the vertical acceleration component kv on the earth pressure-coefficient KAE depends on the corresponding component of the hori;ontal acceleration ~· as illustrated in Fig. 15. For values of ~ between 0 and 0.1, a value of kv • 0.2 may cause increases or decreases in A :SC E \ '17 0 Syec' Q \T'I Con "~IE'r\C.IL Lq-\e(a\ :)tces::.es ~ ~ I<<!:T.;,n,~ 5-tr .. ,<..--::r;;rc.. IZoro~~ ~ Sn£J t-(...Unit~,., ·.'--"" .'/> .. ~.~:;...·:·, .. , EARTH RETAINING STRUCTURES 0.7j-' ---.--,..---r--...,.,--........ .... /!1•1•0 a, va; 0.61 1 I I/ b• I o.5l I I / I / b I _,17 "' 0.41 I /-I~/ I/ I I s " ~ o.z I I I I 0.1 0.11 k,•/!1•0 .; • 3~· •·v.tf 0 1 I ., I I I 0 1 I I I I 0 0.1 o.z 0.3 0.4 0.5 0 0.1 o.z 0.3 0.4 0.5 k~ kh fiQ-13 INFLUENCE OF ANGLE OF FRICTION OF BACI<FILL ON DYNAMIC LATERAL PRESSURES DETERMINED BY MONONOBE-OKABE ANALYSIS Fog. 14 INFLUENCE OF SLOPE OF BACKFILL ON DYNAMIC LATERAL PRESSl.flfS DETERMINED BY MONONOBE·OKABE ANALYSIS 0.6 >1:.~ ~0 " <t I . .., kv•i•/!1•0 •• 30' I 0.5 i ·~ ~ 0.4 .3 1 i _u I I I _l •. 30. l 0.1 -,.~~;:. !o. :g ~ o. Jo ~ '0. )o e.r-a,,,,, I 4 3 z I 0 ~v j_ I L / / I ~2 ~3 0 0.1 0.2 0.3 0.4 0.5 - k., Fig 15 INfLUENCE Of \'ERTICAL ACCELERATION ON O'INAMIC LATERAL PRESSURE COEFFICIENT DETERMINED 8'1' MONONOBE·OKABE ANALYSIS ....,..-.. k~ Fig. 16 DYNAMIC NCAEMENT N EARTH PRESSURE COEFFICIENT DETERMINED MONONOBE·OI<ABE ~LYSIS ~ f\ IJ:. .J: :tt. t-' U1 Vl 0 0 0 (X) -o OJ' v I J>. tr 91 ~ -r t \ ... _./· 118 EARTH RETAINING STRUCTURES KAE of 15 to 20~. However these changea become less than 110% when the value of~ becomes 0,2 and less than 15X when ~ • O.J. Since for most earth- quakes the horizontal acceleration components are considerably greater than the vertical acceleration components, it aeems reasonable to conclude that in such cases the influence of kv can be neglected for practical purposes. finally it should be noted that the values of KAE in Figs. 12 to 15 represent the total maximum earth pres:;ure developed on the wall. For many purposes it is convenient to separate this pressure into tYo components--the initial static pressure on the wall and the dynamic pressure increment due to the base motion. Thus for practical purposes we may write KAE • KA + IIKAE and the dynamic lateral force component becomes 1 ' IIPAE• 2 yH ' IIKAE Values of IIKAE for different values of horizontal acceleration ~i are (4) (5) plotted in fig. 16, for the case of a vertical wall, horizontal backfill olope and~ • 35°. lt may be seen that for practical purposes J IIKAE o 4 ~ (6) providing a simple procedure for determining the dynamic lateral force increase. Methods of determining both active and pasaive lateral pressures by the Hononobe-Qkabe method but utilizing graphical constructions, such as the Culmann or Helbye construction procedure, have been described by Kapila (1962), who also showed that using the same general approach, the passive pressure under seismic conditions may be expressed by the equation: P • l yH 2 (1-k ) K p 2 v -1'E where KPE • cos8 cos 2 B 8-6) )sin(¢:61 (sin<j>+i-6)1'l2 (cos(i-S)cos(6-6+6) (7) EARTH RETAINING STRUCTURES 119 Arango (1969) haa developed a simple procedure for obtaining the value of KAE from standard charts for KA as determined by the Coulomb method for static conditions, thus providing a convenient general solution for any inclinations of wall and backfill slope, for any angle of wall friction and for any values of angle of friction of the backfill material and earthquake acceleration. It was noted that the classical Coulomb solution for active pressures leads to the result: P • l yH 2 • K A 2 A where KA • coa 2 f3 cos(6+6) (3) js1n(6+p)sin(p-iJ1 V> (cos(6+6)cos(6-ilf PA may thus be expressed in the following form where 1 ' 1 ' 1 P A • 2 yH KA • 2 yH coa 1 S cos 1 A c A • ) l ) 1/2 c coa(o+S {ain(6+p)sin(<l>:i J 1 + coa(6+S)coa(S-1) • KA coa 1 S (B) (9) On the other hand, the Hononobe-Okabe value for KAE may be written as follows: where p • l yH 2 (1-k ) • K AE 2 v AE l yH 1 (1-k) ' cos6cos 1 6 2 Am • KAE cos6 cos'S cos ( <t>-6-6) A,. cos (6+6+6) [ l + {sin(<j>+6)sin(p-i-6)_}_;;;J 2 cos(6+6+6)cos(i-B) (10) A comparison of the expression for Am Yittl tl1at for Ac ahoYs tl1at Am ca11 be determined from the solution for Ac by redefining the slope of the back of C'R IV p 0 (I 1: 1: ~ ~ Ul Ul 0 0 0 CXl (· .6.5010.64 lFRONTl CALCULATION TITLE (lndieativl9 of the Objective): <J D\\IEK~IO N CHANNEL AL.\GrJrf\E'N T r E' )(<::A \II\ Tl o)V CALCULATION IDENTIFICATION NUMBER J. 0. OR W.O. NO. DIVISION 5. GROUP rssoo G. {A) CURRENT CALC. NO. IS OPTIONAL TASK CODE *APPROVALS-SIGNATURE S.DATE REV. NO. PAGE t OF l:/S OA CATEGORY (-.A 0 I-NUCLEAR SAFETY RELATED OII Om IX HYDttO OTHER OPTIONAL , WORK PACKAGE NO. INDEPENDENT OR NEW PREPARER (S)/DATE(S) REVIEWER(S)/DATE (S) REVIEWER(S)/DATE(S) CALC NO. SUPERSEDES CONFIRMATION *CALC. NO .. *REQUIRED (v1 OR REV. NO. YES NO NEW DISTRIBUTION* I l COPY I I COPY GROUP I NAME E. LOCATION SENT GROUP I NAME 5. LOCATION I SENT I I (y) J I (v'l RECORDS MGT. IT~ &:o"-'K)..{. ;t_ lyl I I FILES (OR Fl RE I '/ I I FILE IF NONE) I fll~E ~u .. E :/ I I :"D. m. C"Rtc.GAAn. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L CALCULATION SUMMARY ltEVIIION 0 0, ,"J. ~ OI.IECTIVE 0, CALCULATION lo JJ~ +c=rM ,·'"'<-~ c.~nnc ~ C4 \im~n+ ~-t (.A..)d \ req u "; Jl h'f &'r"' ~k l=lov..> ( P m F ) e W, ~,~,., <rfJ "'"9 ~ ,% ~~ lea6-t "{:>o<STtbl~ e-.c:.cavQ:tlOI"\. C~nn~l Q\r~"f ,·s conaa."~9 ~~ c~r~.,.., e~"W,rOO'e~"'~C\\ re;.tf-;c-:tl~ (i.e. ~~ ""'t>h roc.\: kno6 a".9 bene.~ mucrf b.c_ \cc+ o..s ·,s-.) CALCULATION METHOD/ AIIUIIIP'TIONI unon(JeCY\ef)+ ConC•~ur~ ~~ . "''<r~"" -t ~-,, ~,., JJ.,-:r.,,.. '"'D bo 'I{, ettS CO'\~o'n~D bd e!'\\J.\roncnef'\+q \ a.r--.9 E" c.o.vo. ~" N"'\c:."thoJ. .....;.% %e HI Ora .. \,,~ "''tho~l~lc.l"'\ 'il..lQn,U"e-1) w.H ~ co\cc.A:~. ~.Q ~ c.~nnel COf'\C,0~ra-=tlU'\ a.,.!;) ~rctJZ.. (~.\:)(.A\~" 'I. \4~\.e.r). SOUitCU 0' DATA/EQUATIONS C~ ciO(A-:tO"'\ ( botb <A.l\9¥-lt"'"(IJ/) q~ (:/U,Q_ ~--~-~Dr a-.~ \;us-\:>,..,,(S",~ ("K. \:::> ... \.,.., ~ -c~ k ~ \~-0 \(... CONCLUIIOIU \1-.c "+o-\q\ QIY\0..(,-=t ~ ~)(caval1Qro C-f{a.4-is (~q'-4''~ 1S qppro)(. 3._,,o/L.( C-'(· at (..1.)~1<.~ ;>S,071 c'f tS rod: ~~('ava"t"V'\ o,.sJ C!oo~C'.'f t$" ~(bur ~e" ('XCCVQ ~on '\k. '-Jo\umt: 85", loO c.y. ltiEVIIEWIEI'I (S) COIIIIIIIENTI I b ,_ 't-k '-thr,..c ~t~ C If ar~,., a \}Cl I I a c. -<;) PltiEP'AI'IIEit 7:1./<,'"h ~IEVIIEWI[It /CH!CKIEI'I INOIEPIENOIENT lt!VIIEWIEit OAT IE ,STONES. WEBSTER ENGINEERING CORPORATION·,.: CALCULATION SHEET ... 5010 65 c PAGE¥ CALCULATION IDENTIFICATION NUMBER DIVISION &o GROUP G/A) CALCULATION NO. OPTIONAL TASK CODE !5" J.O. OR W.O. NO. 15~.08 I 2 3 TA'BLE .OF .CoiVTE N 7-S, 4 5 6 7 8 . 9 7 10 I 12 C.HAIVI\JE L Z>TAT lo.V u\JG-1 "6o'1"'\\CY\ t:LE:-IAT\OtV CALCMLAT\QtV 5-13 13 14 £xcAvAT1oiV QuAt-J T\T 'ES 15 16 17 18 CHANNEL C{2.o~ :SEcrtoN 19 ( 20 2 I 22 Z3 24 25 26 27 26 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 2 3 4 5 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 2~ 26 27 28 29 30 31 32 34 35 36 38 39 40 41 42 43 44 45 46 . STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .5010 65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION €i GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE!:/__ ISBco.08 &(A) /5 0. \~n;net'l+ ..)\--ou kS/ be.. JJeo~neSJ To . P,ov1J1L ~rt>c+ ~:octh ~ ~e. ~~ ~0'('1 ~e. Mv('~tor-. f\ec\: .. 1~ ~ ''"' :':>eve~a( \oca~O"''S a.r-..9 OJ\ <:x.ls:h~ ge" +\e.. cktf\f\t! \ bo;-tOIY\ s\~. C~ANNE:.L.. 5TA ""Bon~ """"1 o not ID f 0+90 ...... B-t8Y 8+81.1 -\OfoY rd \C,fRr JJ~ "'\) So {umCrml~) \0+ :)!-{ ....,. E...QJ 5o I C\-c.M~ \ C~~re.: L-----------------------------------------------------------------~ ..t.5010.65 ( J.O. OR W.O. NO. 9> 2 3 "' 5 6 7 8 9 10 EJ.. lt)tO II 12 13 €l /1)$"0 14 15 {"L 10'10 16 17 18 EL /OJO 19 ( 20 21 F /... lo l o 22 23 24 25 26 27 2B 29 30 31 32 33 34 35 36 37 3B 39 40 41 42 43 44 45 46 STONE e. WEBSTER ENGINEERING CORPORATIO.N CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION €) GROUP G-{ A) ~ .. "" . 00 J ::J ( CALCULATION NO. OPTIONAL TASK CODE PAGES IS q) "\. ~ ' I b ~ 7cJ.O I I t ' Cl -:-. I l'o• tlr, '""'C. I ~ I I I I T I enSJ /~ I ' I 6o~ q ~e<5<:" o{"(V<l ~( < bo~ c:.I~C<G ~e cole<..~( - 2 3 4 5 6 7 8 9 lO ll 12 13 14 15 16 17 18 19 .--20 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 STONE e. WEBSTER ENGINEERING CORPORATION. CALCULATION SHEET ... 5010 65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. 15 Pr:::rJ (Jf:') DIVISION 6-GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE~ G(A) IS' N}A- al~nl'r'lf'n+ 1 bc,tbn"' v .. n~ ar«:: s~ 0"\ "D'N6 'it J5SCJC>-FY-\33 A. ~ ISSco -FY-1'33 B. lhn·e \..J...)O~e ~H areo.6 Qf(. r~c; u., r ~SJ h:. tP'(Spo6C oC~~ e'ICCO.va. ~ [) Ol::t+e.f .: I h-em 'tee ·co. Utd ~IU"' G.~noe( <': X'CavC(;:(:("' , a~ a.\so p::>rtq( ~e blt~51U.. -1-anr.e\ C{rxY 0<..1, -+I ~ -t f\ ~ xc.a IJO-::{:; Of) 'fhetS<! 'fhr"'-e. ~or:s~ a r t."'CC<J ( I 2 3 4 5 6 7 8 9 tO 12 13 14 15 16 17 18 19 20 2 I 22 23 24 25 26 27 28 29 30 31 33 34 35 36 38 39 40 41 42 43 44 45 46 A5010.e5 J.O. OR W.O. NO. !St!Co-OF!.. A D F r 1.... 0 p Q STONE e. WEBSTER ENGINEERING CORPORATION. CALCULATION SHEET FYn.. :z. 1 \o lee. CALCULATION IDENTIFICATION NUMBER DIVISION €). GROUP C/A) CALCULATION NO. OPTIONAL TASK CODE PAGEl IS tv/A- CooROINA~ N E ::2,103,957.858 Y/3,3J05J\ . :J. los-( , coS. 71 S JJfJ, ISS: 7S:l. -./. 3"73, II S. 1'17 ~~ Jd-f I 338. 5o3 .3~,00!.0C. 7 / ;;l, Jeff 1 5"f0.'i Jl ~. IO'i , sr...:s: c, ?s 3 ...,~. 99 5. 353 ;I, \0.1-i l 60~. 7$ J, 10'i , e;u;,.o3 31-f;J, 983.Yf3 Yi:iJ,977. 93S STONE a WEBSTER ENGINEERING CORPORATION 7 ,{' CALCULATION SHEET -t . ~· 45010.65 FT1t. 7.(ro/~ CALCULATION IDENTIFICATION NUMBER -J.O. OR W.O. NO. DIVISION u GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE _a_ '· J5Sco-ro8 G/A) IS N/A 2 zL~ 1 ~I G.. <...S ~ 3 "1:>\v. J uN/Vcl.. 4 To t:rr"'Q• 5 6 ' 7 ~ . ......,-·s LENc;.n-4 1'T 5TA ---8 9 I 10 A--E. ICO A O+oo II 12 E-4>~ 18~.t...q~ c:, 01-50 13 14 f=..31JJG 37.5 1 c 0""5C>1'" 15 16 G_,..t-1 .;2Q~, 9G.J.i I 0 0+ CfO 17 18 H ...... I \\ c...o I E \ +00 19 20 T--.T l59.SG7 I= :J. ... ~.7 2 I 22 0..::-.K ;;u ... ' G. 3+ ,;;20.;;2. 23 24 k...-. L SY.Lfll' \.4 s +~3. ;t 25 26 L _,. tl\ J:So.o' T G, t 3'9. ;;2._ 27 28 m~l\J 38' T 7 t Cf8. 7 29 30 N...,o So.;JSS 1 I:: 8 +d-Y.I 31 32 o4P ~3.0 ( L 9 +8J.f. \ 33 34 ""?.....,Q 7j.;J(, I m IO +Yf. I 35 36 rV 10 -T-7().1 37 38 0 II' ~J.L./ 39 40 p l\1-l./5.'-{ 41 42 Q I ;2 t-I C... G. 43 44 45 ~6 STONE & WEBSTER EN•GINEERING CORPORATION CALCULATION SHEET A.5010.65 CALCULATION IDE~lTIFICATION NUMBER c J. 0. OR W.O. NO. t5eW.Of!J DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE_j_ &{A) 15 f'.))A- I 2 5TAT10t\J 3 cu~'IE. Arc !.""<>~ 'Ro.O.~"' -5 ~_, ~ Of' c.,,.~ "'P.C 4 1 ~0:::) I o' 12>~1.5 a· c.. ' 6 .l.tCO I 100 l3:i.5 .t.t.3. ;25 .. .,./ E. 1 • 8 3to:J \7. :,' 04' F-G 1 ,nc. ~ "Pi" F. 9 10 J.( •ct:> ~ 19'.B I \OO.~S 45.(;0. ~ G I 12 .S1CX> ;;1... l1't.S/ \CO.;;JS I0~.7S .. ,.,.· C:r 13 14 {,teo 7G..g' (:',."""' H or-. HI Az. ~~ !6 7_.co , t t.o.B 15'1 :21.<:[0 I 17 18 8-+oo J .;) , h-e:«" :r Clr' :r \<:. Az. 19 ( 20 9 1 CO 2 I I 5. '1' f:.rt:hi L o,.... J...·rn Az 22 10100 115.9 ~(c;:rr-. L ~ L..-rn A2.. 23 24 II+ CO s .;17.9 I 7.9° ·~ N .;203 2:; 26 f;(-tOO S.l.f.t... ~os' 15.)5 ° p 27 28 29 30 31 32 CHANNEL 33 34 3:> ~ 36 37 38 39 40 41 42 43 44 4:1 46 STONE a WEBSTER ENGINEERING CORPORATION · CALCULATION SHEET --·-·'. ·...:··;';' ... 5010 65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION C, GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE .J.Q. I ,c:; Pxr:J. 0 E!J G(A) 15 rJ/A 2 ""D\v EK.~ \O.V CHANNEl.- 3 4 ron ore'\ E\.-E VA.,.Ia.) 5 6 7 • STAT IOtJ 5L.O?E., 12-EQ't:>. i»T e Et..EY. 9 10 0+'10 0.0:::>33 \O(A). / I I 12 3+9'3 •• 1059 / 13 14 ~ 1" Cft.:. .. IQSB v· 15 16 -B+ 81-1 0.03 1057.36 1 •• 17 18 e+q~.~~ •I lo5f ._./ 19 r 20 9+30 " lOS{.. 2 I 22 q + 63.33 ,, loSS ·_..---. 23 24 9+8li o.di lo:SLf. 3€) - 2:> 26 9 •<13.5 'I !0$'-1 27 28 IO+ 18.S " la53 .• 29 30 10 + 43.5 " loS;).. ' 31 32 \0 + ~.:5 I' lOS! 33 34 1o ~q3.S ,, roso 35 36 1\ .. \8.5' .. fo'-fq 37 38 II • l.f'.;.S .. l<iiE, 39 40 l I'" G.8.5 .. lol-f7 41 42 1\+-'1:,.5 '· ldiL 43 44 /~ + 18.5 ,, lbl-fS' 4 5 46 !?-· 1-13.5 ,. roLf'-{ '"""'""'~'""'-'~""'. '""'" '-'''~~I •5010.81 QA CATEGORY/ COOE CLASS r-C\4ANN EL \ .. N\t;o.$. Cl<.oSS Cu~vE. 7.A01~A6 ~~ AIU... 2!?!- SE'c.n ON '#-~ 1><:.. Q...O,..( Ll::l\k:".:.TH - O+'io .. ~ 13~.5 J..((...t. ~+0(... 3 -(F-6) ~+'i'S 100.~5 ' S0° 4+08 s ;2.. ~ 0 loo.:JS 105.5 5~os- /._, G.-+ 03 7 3 159 .;io., 7+03 ..__,,. ,/" 8 -(::r-Io:.) 6+ 0'1 <i+o7 \0 1 o+ 3L.f I \ :;105 5=10 -Ctl"'l.:\~ oC ,.,..c('-'4/U"' ~ 45010.81 I REVIll ON I PA8E . 0 1'2. lltEVIEWEit /CH!CK!It I DATE I INDEPENDENT ltEVIEWER/OATE PlltEPAit!lt I DATE F: Q.\C~~~ ~r~~1AL. SU8.1ECT I TIT I.E I QA CATEGORY I COOE CLASS cHANNEl- '1..-SEc-norv S~T\01'0 SLoPE. ..1. Q\-90 O,C03~ \0(.,0 ;;L ;).+0(., I• rose?.(... ' .. / 3 ~~ " 10~.3 \..' J.f y~ 'I loS8.qS s Sto$"" ,, I058.G. 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Ex f-e vtd ,d ~p f1-.. of irlo/~ s fo 8 H p 4 sf-bo ft:-, vvt c-F e~c.tt va f-ro lt\ L -e J ~ ~ (to 9o -t tJ fi., a) t-a = 3 o f~~ f c1 ~*I) . lo~ f I /n € tt I Ff--21 x 30 == h 3 0 ;, v, -fl . 2 3 4 5 6 7 a 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 38 39 40 41 42 43 44 45 46 • 5010 55 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION €i GROUP CALCULATION NO. OPTIONA~ TASK CODE PAGE~ IS8DO ~(A) 17 rV /A I+ IS d~'Etv<d +o dvtlf c0("ck ho/f'r £). •• nh" C(Y'. tJ.>r br+ t-o evc:t /l)t<-f-<" n,e 0 rc.H.Jfe-cl -z_olf'!f' .f.vtJYV~ c~ve. S4VVIple'5 ,/, ust;:U 0 tl Or.4M. Cfjl"OVf hc(-f' ~ a c, we f I f-o 1 i'l. f...,. r sect /Vf c;:r< t:r~ cr-t/ ;r-f' s p-i! r h:: I e.. . r_ r ,-+ rc ~) I ea. k..t-. ~ (_ e I-(_ v ~ +rcn" 's J, vs f-o_ b~ ve rite b (J rft:;vYl c F t-r~ e li'\ k1 /c-e c. J-.,~ n Yl~l ( f 1 to{:. e). 5e ff'rry e<. p ct c k -f' r ct 1-cl -e p tJ.. o -f I r; -F f __.., /0 .:; 0 _,s__ . i G:/ I c 7 S w 1 if .;:c vc e c-rc:. v u Yld-ev press uye /YJ f-c ?_.i:9fi-€. (b-€fWt2-f!t-\ C:/ /008 OVl.C/ /0 7 5, ,.., •t.., pa.tlo-v..; -Is f-r ~ /70 tb x . ..., _ . t::f 1-14 4 In - -• o ~ q eosfC{ f-cc Ce>v·ui 1 f7cH1 5 I W 1 ~ )<!>sse s t" rv-cf.N\ Th~ S.vr~c.e pv€SSI.IYf? CPa..ct-t...) /.JCf-0 .,/ p 41fo--N = 2..0 p?; ~ 15? d-ep h A-f (CYWa_h (.f /)~<;Sure hr-S frt~JI ~ rCJv flv;f $e K r_ etc ~-er @ 4 Ft ct -£'-f(J -rc 9 ro v f -f"ro~O E 1 (o 7 '5 fo e: r lo3o f.,v h tc_ h. 1 s appro .y-1 YV1ct ft ltt "'€ te ve I @ t:/ 10 6o. fcdlo--v--' = 'f f-f -\' 170 !6-¥ Fr' t-,.. 'f, 72. o? r ff~' t'l'-ttn I wt""-Few losses. let I 5 P?t I The volvMe Df n1"(_ ~rr.;vt.ecl ayet-\.. Is conlp1.4Tec;/ rror" co"! b''7HY1-u:{ f-ed ffrot~t r.,ndtJ-, of S ft~..e_+-: I I I £ ~ &? lov.(J x 3o deep x-8 'w ta/e : I~ 260 T f A s s £/fi1 e CL po r o S r f-y e f I fo _,. (t 31 2.00) (.of) :: t 9 7-Ft '""!> J ro u f. 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .t. 5010 65 CALCULATION IDENTIFICATION NUMBER PAGEL DIVISION & GROUP b(A) CALCULATION NO. i7 J.O. OR W.O. NO. !56()0 OPTION'L TASK CODE tJfA- 1-+o 1-e v cJ I v IV'~ 1 ~ & ~o f+-_-.;--,r-(~~~L~) 7-= 31 ff ~ .. Grovf fo./:e ra ft.o /s /92/ { :: {o, 'Z-St'-e rv1 s h ~~ J-... ./. e fft:. t f-tlfi c rat fc: pt·vc~t f-y prohq hi'( ~ Y-z..7-/ US-R: (-atc-e_ or] , '3Y. 31 ft"3-93 fi'~ ~ ;oo b~J::-. 2 3 4 5 6 7 a 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 ... 5010.65 J.O. OR W.O. NO. STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE ll IV(Jr PAGE \0 TE!Y/?o7<AT<Y l<CX:.k l='LLZG-~TA"'B\L \TY 1:::: ROck. PLUG-l E '-\ C>t.,5 )t--.y-' t-j ---~'t-.S-,--+--9-,---t---7.-5-, ---41 : 3 ~ I A llt.a:J:. 5t:.C. N-S -tr(7.s')(;n.') .. 9'(:J;;t'') ~ /;~.(!o')(,,s') + /'i.S(I;;J.') + tz.{4')(1~·) -+-y.;~. (1"(.5 ')(ld) ;: ~.23.5 ~+Z. s~~ cl... tD9 KOC.I;:. \' LU.& ~J 15500 REF DwG Ft-13:2.8-.:t 2 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 .L5010.65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE_\_\ \{ N CASE :i~ol _J_ '(TorAL= 111.7 pc~ (o..s'iv"'\~ t(c.. F'ro;dy) '6 t>a.'( "" 170 p<:~ '{,.,6 = to~.~ pc~ o.l w ~ = 0 ?.::>~ RE1.EA!,E !>ul1.1'"ACES .)) Cc.~uc.k QC.C.e\~~.tf<~~ =0.\ J li) Crc..-.L c..\o"~ C'c..\<.t(~ ~rkc<.... :: \71.7 pcC ¥ 31, Lf87 p. 1 -:. 5" J..fDG,. 3:1 ~ ? [.110&6 v 3 4 5 6 7 e 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 25 26 27 -:<.$ 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 .A5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE~ # 15 50 0. 0 8 G(A) Ano.\'fze. roc.l pluj p-ica. \ sec -hon . \L K,." 1a, 1ce.s"'-1, v 1'"' lctt~"' H:: 10.11 \::. CASE \ . \{ 0... I' lA) ,.Q._ 0 ps~ F,c.G :: \ ~.oco #.(I.~-'* Je,..~"tf... { I~ achd 01'1 if f "-50° (.l.ntoc+k'oc.~ J w ~ \07 k \c:. 0.1 w =-to. 7 (1o7k.-1'1.~ k.) Ia"' 5o"' lo.\11( + \0. I ~<. F 1 S = 5.0 2 3 4 5 6 7 El 9 10 I I 12 13 14 15 16 17 lEI 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 36 37 38 39 40 41 42 43 44 45 46 ... 5010 65 J. 0. OR W.O. NO. # 15500.08 CAsE I A CASE I B STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION eo GROUP CALCULATION NO. OPTIONAL TASK CODE G(A) \I Af'\a \ y-ze :to.~+'( w i '\-h \f.,.(, 1071:. F { S. • k Q. 35 w = 37. L.j5 ( 1:: !::. \ c \07 -1'7-~ J \C{" So "-t:. k. IQ, II +-37."(5 + j:)._ "' !.7 -- PAGEJ3__ 2 4 5 6 7 8 9 10 II 12 13 14 15 16 17 IS 19 20 2 I 22 23 24 25 26 27 28 29 30 31 :32 34 35 36 38 39 40 41 42 43 44 45 46 ... 5010 65 CASE ID STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER CALCULATION NO. OPTIONAL TASK CODE \( PAGE.Jj_ / ., ( 73<-1~ e:::.. DE~16.V oF Sin ALL. DA<r\5" ~ 33C... ) = C?\ 'O'wh ~ ( ~ ( g_-~ ) • r r ( J-X) ) (' "' 0-35 ( :;,rouriJ au:e\e>rc...TlOn J ''(0 :: G.~ . .Lf pcC h = c2er~ 'to ba<Se 4 ro::.l plvJ (ts') "?~ 3 3S . 1 , De:s(\" 1 :Sma I! Do.l'r\.S,, w.% 'f = 0" '-l~ri=i~a I Fc.rc <. C= 0.73 ( Wor:s-1 Co~~ -u./ S ~oCJ:-vert;"~o I ) YE = dJ3 7 p$ ~. ( ac ":f.r,d or; ba.Sc f 6\oc\:. J o.tJJ)("tJ ear~~Aoke_ l.A.b+er 1xessu.re.. ( 2 3 4 5 6 7 8 9 10 I I 12 13 14 I 5 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 .A. 5010 65 vJGl r-~1/ .fovt e r s t '( ttl. ·~\q •) ( ol, '( o\tsh ¥b1J [!!:'"'.\: CASE IE STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER CALCULATION NO. OPTIONAL TASK CODE \{ ( \i-1 1o. 2 'b(r-rz ') 15' d- ' *I PAGE !5 2 3 4 5 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 .. 5010.65 J.O. OR W.O. NO. I STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER CALCULATION NO. OPTIONAL TASK CODE 10 A Ar"Q\~zl!. ~e.. s+ab, r;:rd "'~ ~ rock. pL} ~q·~ PAGE ..Ji.e_ ~r ~ c~o(') ~e ~a;\vre.-cx:curs-a..\o0d c-r\;:+:urq{1 OC..Cuff•~ rocL ~ o'r' + (do'"+ q(J~ -:. U:Jo '-'"''4( ~or•Zl::Yit; f). ~~"L<:. var '0U6 c~:":hOo>c 1Xe'v'IOUS COOC<5 00(}\ €:.- ba6~{) cr. 2 4 s 6 7 a 9 10 II 12 13 14 15 16 17 18 19 20 2 l 22 24 25 26 27 28 29 30 31 32 33 35 36 37 38 39 40 41 42 43 44 45 46 .... 5010.65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER CALCULATION NO. OPTIONAL TASK CODE PAGE ...l]_ \I r0 A--- TWO-D 8.0{:.1: St_OPE. STftBILI L( ANA-LYSt$ Pvrpo5e: to lAy ouf Th-e -s(op-e rf~I'Yl~hy a~.;;y!;,~~HfJfx ~)i..:86 f-t--Jo ctime!1siovtqJ slliltny block ..s(ope s~IH7i'fy qY}C(/ysts w { 171 q" fen~ to~ era c.f;;.. ' • M-e (nod: elf VC-( /-ltJYTS From floek -I-/3Y"'-Y ( {9ol/ p I~B) ar€.. rf]odtft ed Q s i:;efor;J fr:;r vse 1n a.. _Lorus f-2.-3 Sprea.e/sneef; A-(-e~f prob/-em fo (low~ Wntcl-1 Y'l1t:~ y be coYt1pa.rec( to ihe c.o~pufe~ p rod ra WI r€ s u f f: Vtt'rcab/()S; h-er_qnt 11f s/Dpe{H) J co''d_l~ oF f:a.ce. (ifF), aVI,'J /e_ oF 5 /t'61tnq p (q/lt! ( lfp), dtsfanc.e bqck tv J t>/11 for ftfl7 stan Crqcft:. frtJrr,Jcre'St oF slo)e (13)1 het"rhtoF wqfe~""t;,_ t-("J1SI0£1 cr-tJclc (:e"); cc:Jh~-;rot-t o-flil.tlr.Yre pfqne. (c.),~ anqjecF. t'li-evn4J -fr{(:.J-ro11. oF-fu. tlureptone (¢), ary (/illt"-vJfjt1t Of' r-ocft: ( (")) UYI(f WfiCjhf of UJqfer(rf'w :::&2.4 lh/ff-3 ). 6eJYr~-etry; ;;howv, be/t:Jw@ t'= (6 1 for C{ -tesf-prob/fi'Yl wttt, tf=ZO:ff . t{F = 7 r;t>1 YF (fS ~ [3 = r;;'' Z:w ;-s', c = /() p'> f/ cp = 30 ·, ?f:: lc, 5fcf X T e o ~P I+-is fYlof'e Ct>n ve"'JteYI f fo fYl~tl. s v re 13 ih4.11 D ,;, the Fief~ rh-tn co:pvte. D= X'-B fOr vse tn e.y va. fro~. X IS hofeu.sil\., rv1~50rec( buf-t-s Col"rlp u fe£( fyo{YJ X= L-(Hf "fa 1'\ IfF) or X= H/~~'\yp-H/~~ ~f Z.. could be rr:r-1< s 0red ~~ r--Ae fre fc/ bvf IS fj-<'n~vc; l(y no f . .Lf-Ma.y be C0"'10U red, .fro n·, ~ = D ~"' tfp. A /:;; ! ¥1 rect. It' 1-y rh e a.ve"'-~+ rhe_ . sloprr!j FCJ.ih·v..: pk/h~ TOYo-t-Ff wrc/c 5/tce po_ YC{ //e ( ,f-o (11~ pfqr,e 0 (The ~r )( ==-fjoj f-oVIl./S ,)-(2o/fo.V175 :;) = ltt.~l.f Ft- D= IL.f.fc"f-5=-9,~L{ f+ c._-= 9, r., Lf k v. LfS o = 9Jo'f fr A = L.D is I "• Lf s ~ -!). Cci.f/ (./:J";, Lf 5° :::: /4-J.:? 5 ft2- 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 IS 19 20 2 I 22 23 24 25 26 27 28 29 30 3 I 32 34 35 36 37 38 39 40 41 42 43 44 45 46 "5010 65 J.O. OR W.O. NO. 15r0J:-x.JnR "/aiu~ J1.plfh STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER CALCU\~ION NO. OPT Ia:;; ~ASK CODE PAGE~ I A I 1:;/.7 1 A= ;;;;;_' I " Qj".J..{ !>lr"'l~6 I I ;;!;).. ;;1;;1.. I X: -"" 5.37 TonLO" la" 7/.St.-5"" '{ v 1 u tl-rprflt,l I crc:::tc l VC<ttr "~Po,., lCr"'G•U'. d d Q~ wafer iwJ. • 5010.65 J.O. OR W.O. NO. IS 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 / ( 21 22 23 24 25 26 27 26 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP CALCULA TlON NO. OPTIONAL TASK CODE rJ A- PAGE _iS_ GA r-o. ~(1o, oJ.f;t) I;-<:: FeN, 3 5 IS .5111 w"-=- Fe p: 35/S .::.OS (...oo : It ·-3515. 301..f41! 17 57.5:# Fe!'~ 0. 35 W c:o5Yp FerJ ~ 0.3Sw si" lfp crocl 1 0.(1 ~ 2 3 4 5 G 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 ... 5010.65 J.O. OR W.O. NO. f ":;) STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION ti GROUP C·A CALCULATION NO. \{ +-( vJ cos lfr OPTIONAL TASK CODE t.J A PAGE 2() ( lb/. z ' '' ( / _o ' e \ L ~· IQX:l f\1 "'J.S/1 vI j 1-. IO,OY~ C<J(SC....U -3oY'i -71. ?5 • 0. 312 Sm "" ) t<.tr. 3) -= 2.S 1 4oO +-L3'2S :;;-2., 'c, to4'?tf ~}s-:2. b "FoRcE O!AGRAfY\ o.l ?.....; 3 4 5 6 1 a 9 10 I I 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 • 5010.65 J.O. OR W.O. NO. ! \6 ~ STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION ft GROUP CALCULATION NO. OPTIONAL TASK CODE GA N~ ./ /b5t..AM'J) z.z I (~nfio,SJ --.__..* { Maa-~ \ I (I w ~ \7.5' f .35' PAGEM \N • 51-f o~ k.. l!dfqflecf ord~v-·of IYlC<.j'ltfvde resu(f. (Y{ K Sl..jQG,. 1:. 'f-17.5 I ::: .1.5010.65 2 3 4 5 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 25 26 27 2B 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 u..l \1) 0 6 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION &\'ROUP CALCULATION NO. OPTIONAL TASK CODE G(AJ r-. CD 6 \1 0/A . ::r w \I .- PAGE ..2:..:.2. 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 34 35 36 37 38 39 40 41 42 43 44 46 ... 5010 65 J.O. 0 R W.O. NO. 158:i.:Jo STONE e. WEBSTER ENG IN EE RING COR PO RATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION &\GROUP G(A > · CALCULATION NO. 17 OPTIONAL TASK CODE rvfA PAGE 23 wer~ j')<!'(Cb(fYl~v 1 ~orrzo"Te~ ~ ~rQ'-11)~ ucr-1 llct var 1 ou~ o((.e~ q::tfCJ15 or-.:.9 INTEROFFICE MEMORANDUM cA-Lc !SS00-0(/t)-/7 lrTTA-CHM EN T 1 p. I oF .t J.O. OR A o.co . .ze SUBJECT COEFFERDAM CREST ELEVATION TO BRADLEY LAKE HYDROELECTRIC PROJECT N. Bishop W. Sherman L. Duncan J. Hron W.O. NO. 15500.08 WP-06A-2 DATE November 29, 1985 FROM TCritikos cc JJGarrity 'IOTED 0: S 0 2 10R 'l u~ .. In designing the cofferdams and/or rock plugs at intake portals adjacent to Bradley Lake use a 4 foot freeboard above the Bradley Lake and/or Bradley River water level, when passing 4000 cfs through the diversion tunnel. Theodore Critikos Deputy Project Manager TC/JJ 2-031-JJ NOT8D DEC 0 7 1995 J. HRON lliO'fla DEC 0 7 1985 J. HRON ~ono DEC 0 7 1985 J. HRON ( '-. STONE f.. WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE 45010 64 !FRONT\ C L I E NT S. P R 0 J E C T /, ALASKA F?Jt)Jt/2 /tUTHo/<11( / BPADLEY L/fi\E. CALCULATION TITLE (Indicative of the Objective): 1 pcWE.r< m..:-usc.. B ENC t-ftNG-PLAt·)~ 5 ur<:r:-ACE. C:XClf.-LJ,...tfT!Otd 5ThE!L IT ( CA LCU LAT I ON !DENT! FICATION NUMBER J. 0. OR W.O. NO. DIVISION €. GROUP !5600,08 G(A) CURRENT CALC. NO /S OPTIONAL TASK CODE 1-*-A_P_P_R_O_V_A_L_S_-_S_I G_N_A.,..TU_R_E_&_D_A_T_E ___ --r----------1 REV. NO. PAGE 1 OF 15 OA CATEGORY (\1') 0 I-NUCLEAR SAFETY RELATED on om~ tfyp,eo OTHER OPTIONAL WORK PACKAGE NO SUPERSEDES CONFIRMATION PRE PARER (S)/DATE (S) INDEPENDENT OR NEW REVIEWER(S)/DATE (S) REVIEWER(S)/OATE(S) CALC NO. *CALC. NO. *REQUIRED (V) OR REV. NO. YES NO fVE.IJJ N/A DISTRIBUTION* I ~ COPY I I copy GROUP I NAME f.. LOCATION I SENT GROUP I NAME €. LOCATION I SENT I (y') I I (v') RECORDS MGT. I ~GB 8o0k FVf:~6 lORIG I I FILES (OR FIRE l 'v-I I FILE IF NONE) ~ j . H,;S'jtt\ I ANCJ\ I I I l-IRe rlLE'~b-C~r jAt-lc.H IV I I I I Ge:-oTEC.H --1 I I l I I I I I I I I I I I I I I I I I l I I I 2 3 4 5 6 7 8 9 10 I 1 12 13 14 16 17 18 19 20 2 I 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 4! 42 43 44 45 46 .. 5010 65 STONE!?. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIViSION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE 2.. 15500 G(A') 1<8 I)JPOG& 06J£L-T!UE METHOD/ ASS Ut-1 PT t c IV 5 ouRC£S uF t:·A\A CoN CL-U S I (J tj S LOC.A\ to .._j CCf'-)~ T K.Ati'J T 5 RC>CK_Quf\Ll'lY ~3\t<-A\NT~ Te?t "6ov-1'r.u R~D DC\..~ J ' So lll\ t-Ov-t e V\T::A tt o ~ 1::>ct .. +t-_ t ""ct \ v , o{ v4J u, s c s ""-+-I" u ·l tt .e s Gt<:ovtJl:;>WATe::.t<... CC)ND t \1 o t-.J S L..-P fZc)LK SLLYPE. -$'TAelLlt'( t<oC.k REI f'J For<:-..c...E.M ENT SuMHA R\) 3 3 3 s / \ 2 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 ... 5010 65 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE t5500,ot; c.;.(A) I~ wP 66 c;.. C~;J]:?-~ T! V E. 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OPTIONAL TASK CODE G(A) 18 \N P Of> G "T"1_q_ loc.&--.:ho,.., of +h~ pq~""ko~;A-Se wo,.s c._kos<rv IN C.,OJV Sld~rc:.J~ol'J of' S<!.'Vele:...l fa.c:..+or-.I I NdtAc:C"-'j : PAGE _!J_ 1) Loeo--h>tu cf p:n.JJe.'< t•.ANNe.\ p\;)t'tA\ I su.k.s-+"-+']OtV j +..,\lro.<..e. peNstoc.k o, t-JCA o.. \ r .s+r-, p o,. c c.es.s rc o-J.s '-) Tor~~ -r6lt f h' <-e..\ Co .vs+ra. 1.tJ tJ t',.;civ..d.; tvj lh, Nt w11·c a.+1'o tv of t~ 1UO.Nfrty of felc..k_ e..XGA~tel_ Gr-J~ -tk~ O.wtoi.)..Nt .sf ~ loa<;. ft!hj lN ka..c.kern,.k 13o-..'f. 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 ( I 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET A 5010 65 ' CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. 155oo DIVISION €i GROUP CALCUL A Tl 0 N N·o. OPTIONAL TASK CODE G (A) I~ WP 06 G R.::. c.l. 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OPTIONAL TASK CODE PAGE /2._ I S"5.:.X) G(N 1'8 wP a:; -6 TWO-DIMENSIONAL ROCK SLOPE STABILITY ALASKA POWER AUTHORITY BRADLEY LAKE PROJECT POWERHOUSE BENCHES H :FR~rT ~f ~ z.,., c Ftic 6' X 0 2; w v A U~!FTRESlST :SLOPE :SLOPE CRACK WATER COHE-UNIT BLOCK CRACK CRACK WEIGHT HORIZ.BLOCK iJiUl'E SAFEiY :COHHE~i; :HEIGHT:ANGLE :ANGLE SPACE DEPTH SION ANGLE WT. WIDTH DIST. DEPiH BLOCK WATER AREA WATER FORCE FORCE FACOR: FT OEG OEG FT FT PSF DEG PCF FT FT FT LBS LSS FT'2 LBS LBS L8S I:=' 5. ·, ------------: ------------------------------------------------------------------------------------------------ :TEST : : 20 : 45 75 5 5 10 30 165 15 10 :o 16489 7BO 15 2285 5240 1~2'! 1 8. 43 ~K : : :TYPICAL CUT SLOPE IN POWERHOUSE AREA 22 : so : 76 !3 5 SOD 35 1o5 13 0 0 24194 780 29 4497 21 7±6 ~9035 1.!4 : :INFLUENCE OF FRACTURE ANGLE : 22 5 : 76 13 5 SOD 35 165 249 236 2! 423436 780 235 366 77 3871°0 37682 ::8.28 : 22 : 10 : 76 !3 5 SOD 35 165 121 108 19 192575 78C 109 17020 17533:' :,a;-~8 5.: 3 22 : 20 : 76 !3 5 SOD 35 165 56 43 16 82555 780 a? 1591 7314 7 28968 .:'.53 : 22 30 76 13 5 500 35 165 33 20 12 49760 780 , . 4871 42102 ~5555 :. 65 "' 22 : 40 76 13 5 SOD 35 165 21 8 7 34932 780 26 4042 28512 23C51 1 . 2ll 22 50 : 76 13 5 SOD 35 165 13 0 0 241'?4 780 Z9 4497 21736 19035 :. :4 .WORS-~ASE :INFLUENCE OF FRICTION ANGLE r-AJ""r-r-c-'SL.IU'Cc., ~' :.-'-~ ,JCft·JTS : 22 : 50 76 13 5 500 20 165 13 0 0 24194 780 29 4497 12220 19035 0.96 JORST C~SE -: 22 : 50 76 13 5 SOD 25 165 13 c 0 24194 780 29 4497 19290 ! oo~,s : . 01 22 : so : 76 13 5 SOD 30 165 13 0 0 24194 780 29 4497 20452 !9035 1. 07 : 22 : 50 : 76 13 5 500 35 165 13 0 0 24194 780 29 4497 21736 19035 1. 1l 'RESID:.JAL.. 22 50 76 13 5 500 40 165 13 0 0 24194 780 29 4497 23188 19035 :-22 :PEAK :INFLUENCE OF TENSION CRACK SPACING 22 so 76 2 0 500 20 165 13 11 13 9624 0 8 0 6469 7372 J.88 22 so 76 4 0 500 20 165 13 9 11 14382 0 12 0 94 36 11017 0.36 n 50 76 6 0 500 20 165 13 7 9 !8203 0 ; 6 c :2184 130Cj 0.3 7 : 22 : so 76 8 0 SOD 20 165 13 5 b 21086 0 20 0 14713 :6153 " ~ '11 22 so 76 10 0 500 20 16S 13 3 4 23032 0 23 0 :7022 :764 a 0.96 : 22 : 50 : 76 13 0 500 20 165 u 0 0 24194 0 29 0 .2007: :as33 1. 08 :INFLUENCE OF GROUNDWATER : 22 50 76 2 0 500 20 1.:.5 13 11 13 ?624 c 3 0 o469 1 37:' C.88 : 22 : 50 : 76 2 2 SOD 20 165 13 11 13 9624 125 s 526 624.2 -;'j53 0.84 22 : so 76 6 0 SOD 20 165 13 7 9 18203 0 16 ~ 12184 :394.! C.87 22 : 50 : 76 6 6 SOD 20 165 13 7 9 13203 1123 16 2967 1J7?1 ~4066 :1. 7 4 : 22 : 50 76 13 0 500 20 165 13 0 0 24194 0 29 0 20075 :8533 :. :Ja 22 50 76 13 13 SOD 20 165 13 0 0 24194 5273 29 11693 14349 2! 923 :J.oS :wORST -~ASE TYPICAL BENCHES IN POWERHOUSE AREA -i.iORST CASE CONDITIONS \._ f'T'<.~ce.. pl~~ EL 18 BENCH / ~SSU.'VYlllVj c).. 'f"'C.. iN o1~.s oy-~~ : 21 50 76 12 12 500 20 165 12 0 0 21440 4493 Z7 9996 13475 i9312 0.70 * EL 39 BENCH : 19 50 76 11 11 500 20 165 11 0 0 :7560 3775 24 8381 :.221o ~5873 J.77 * 22 50 76 13 • J SOD 20 165 13 0 0 23550 5~73 29 11 b6 7 1.::76 2i.t.::q ~-bb ~ORS" :;,sE~ ACCESS ROAD BENCH 18 so 76 11 !l SOD 20 165 " G 0 15747 3775 24 8309 :; 712 1441U 8.21 * -t wo~ CASES lASE'~ 'To CP. LCU.LAit 8o<...T!NG ~RIT-ER t-J S "' a> "' ... "' "' "' "' "' "' "' "' 0 "' 10 .... Ill .... .... .... 11> "' ... "' .... "' .... "' N "' VI N 0 10 N Ill "' .... "' 11> "' "' "' "' N .... N N N N 0 10 "' .... "' ;:;; "' N TIJQ-O!MENSIOIJAL ROCK SLOPE STAB ILl TV ALASKA POUER AUTHORITY POUERHOUS£ BENCHES !!RADLEY LAKE PROJECT :SLOPE ifRACT ; SLOPE CRACK LJA!ER COHE-fRIC UNll BLOCK CRACK CRACK LJElGHT HORIZ.BLOCK UPLIFT RESIST DRIVE I SAFETY :C0l111ENTS :HEIGHT I ANGLE :ANGLE SPACE DEPTH S!DN ANGL£ UT. UIOTH OIST. OEPTH BLOCK UATER AREA UATER fORCE FORCE : FACTOR FT OEG OEG FT FT PSF OEG PCF FT FT FT LBS LBS FT'2 LBS LBS LBS (F .s.) : _ .. ____ -----------------------~------------~------~ -----------------------------·: ------: ~ ------- :TEST 20 : ·~ 7:> ~ ~ 10 30 165 15 10 10 16489 780 15 2265 5240 12211 : 0.43 TYPICAL BENCHES IN POIJERHOUSE AREA AT ANTICIPATED CONDITIONS EL 18 BECH 21 50 16 12 12 soo 20 16~ EL 39 BENCH 12 0 0 21440 4493 27 9996 13475 19312 ; 0.70 ~~ 50 76 II II 500 20 165 ll 0 0 17560 3775 24 8361 12216 15476 : 0.11 : /" ACd~s ROA~0B£NtH 16 13 13 500 20 16!1 13 0 0 23550 5273 29 11667 14176 21429 : 0.66 :UORST CASE 16 50 16 II Ha...,J. Ch.te-t F. s. -::. II 500 20 165 II 0 0 15747 -v vv s:~~" '+'r -t 3775 24 8309 11712 14490 I o.a1 : >t;., Y, -~)t~ ¢ 0 lj) "' .... "' Ul "' "' ANAL YliNG FOR A EARTHQUAKE Ul TH ' PSEUOOSTATIC LOAO FACTOR • 0.3~ QUAKE QUAKE :SAFETY: ADDITIONAl ORIV£ RESIST :FACTORISUPPORT FORCE FORCE iUlTH !REO' D LBS LBS iOUAKE :F.S. !.25 --------------:------! -~------ 16292 2884 : 0.!8 17481 24135 11382 : 0.47 : 10787 19829 10502 0.!13 I 14264 26727 11&77 : o.u : 21!132 1&033 10175: 0.!!6: 12365 ';:' 5 o-u (v, ) t ( 7..3 S So CA.Y.l.. 5 c -o.J~(Z.15so.)s-,;.., t;C;~ s-z 71 s ,;,; s-o 116& r) t tw\ "c z -ssso s;rv 5o 1-o. J 5/ c_3 sso) w-:.._ So t Sz.Tl~So I I, '8'17 -o.YLf / - 2.(,J 72. 7 . .5 AJ.Jl ~ \(.;1\J"' t S:v.ffov+ R~;w~v{ -try Fs. -::f,zs L?. S -= j l~ll + 'X -'2.(;,?7...7 x-= 2. {I 53 \bs, ~ N - ... 9 ~I I~ ---~ ~0 ~::v s~ 0~ z ~ - 0 (i'~ ('.lf!. ~~ (/) -i 0 \......~ 0 Ci) .,. z ::u r 111 0 0 to c c "ll r () ~ .,. l> 111 -l r ClJ 0 () ~ 0 z c 111 .,. -r ::u r 0 0 111 l> 111 _c z -1 z ~~ -l Ci) ::;; -- -l -0 z 0 z 111 111 0 .,. ::u z -i (/) z 0 z :r: 0 z Ci) z fT1 0 c fT1 0 0 i: -1 ~ ("ll ClJ -l 111 0 -cc; ::v ::u .,. 0~ -l - O'r 0 ·-j z (,)~ " 0 0 0 111 - "'0 .,. Ci) 111 lw 2 3 4 5 ... 5010.65 J. 0. OR W.O. NO. I SS<.CO STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP OPTIONAL TASK CODE G{,:i) wP ob G Ro<:K REIN FoR.CEMtNT 6 -rtST 5"-FO<JT SPACING 7 8 10 II • 25 .tt~ ~ A~ r~,.. bo\t :;. 9 l 5 PAGE#- 12 l 1 f"oy o.... :Jo k'p bt>~ (~<iS) 13 14 15 16 17 18 19 20 2 I 22 • • 5' l 23 \Es-, Y-FOOT SPACING 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 AREA EL \~ BENCH A ~i::JITIONAL t-\E\GHT 'S\A?POR\ '2.1 1~7<7S7 \9 14 '2.~4" 22. 2\ 532.. \8 I '2. 3"5 S1Afport p~SS.\Ave... -3oooo lb~ 1 -zs f"t'1.... I = I J '2.0 -a rsf <;:~s ~ tzoo 5-FooT 5-'FOOT '779 "-l"Loo 5-FOO-( (;.'67 ~lz.oo 5 -Fo::n- 2 4 5 6 7 8 9 10 I I 12 13 14 15 16 17 18 19 ( 20 21 22 23 24 25 26 27 28 29 30 3 I 32 3 3 34 35 36 37 38 39 40 41 42 43 44 45 46 .A.5010 65 STONE e. WEBSTER ENG I NEE RING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. [ 5 5""000 DIVISION u GROUP CALCULATION NO. OPTIONAL TASK CODE G(A) I'? WP o; 6 S (A VV\ ~ <>vt' \j I PAGE_L?' n ~ r 0<-K c..v..+ ~lopes w; l \ ,~e.~ 1.1-iN:.. "S y ~+e. Y\'\ ""+ ,·< r u<. k \)¢ \ ·h'r-Jj I.ILIVJ.c.,... 1-..J<>f" M""-\ C.vN~.Lt1\Jl'\J..S P~ost ..... -h'<.. e_o.,...+h,!A,..~~ \o.a.dl~j INC..r<. ..... se..r tke... amo~{NT C~ 5l.A.l.f4i'f"'+ f'"'e.1V...lN~ /1.)<:_<..<!.5SCA.r-7 fc-r'r'H\l.Ni'"'"-1·...., a_ f .... ct<:>r o~ s~f'e..+y ot l~Z.5 ~o k'r li"(" tooltJ ON A. 5-~o .. + .s+ctjj~reJ r~.:ftE!..rN 0..~ l""e.<:_O>'h ~ IVk.J._ ~ar-a...ll of -tt.!L S lo~j c..~ov~ tk. €.L {8-J £L 3' a~vcL lfc.ce!!d re1~J.. b'liVG~.S Tk ~ lo eve... r-e. c...o Y'Y\ WI..<."""~+~·~ ,.;.s O...NL ~ a..s<;J. oN (Gt-.l<.\A.{~ttoA.G M~Jtl.. U.SIM; W(;'r st CA.W.... CrJNd.:+J~N.S ~r fr e<.-ctw-<-( 1 ~)·,..;+) Or t~:{J +~+•'o..... 1 ~ r-e.se IV<::.J:-of j r<>~.v~·~Je.,.. c;:. tJ J._ ft 'c.:h o i.J ct JJ~ · The... CANS-. J~rc.J... G.l~~J__ ~ .. Be.~ EL I~ EL. 3' A<s::L» ~ ~~ f:-FcGt <:; t ~ J /e.-'·e)_ 5-fo<:> r St~J'j~J_ 5-Fo" r s-r~,1~~ so k\p Ff 2' I I Jo '<~r 1f;8- ) 3a l<lr ~r ) ., ). / .t. 5010.64 I FRONT\ CLIENT S. PROJECT STONE e:. WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *SEE 1 NSTRUCTIONS ON REVERSE SIDE /9L./1SKA ?t1We/\ /JV/?It?.lf'/7'1-8/f'/!L?L.cY .t_AkE CALCULATION TITLE (Indicative of the Objective): co£/ BL?O sv-RvEY D/9/t/H-7 c::.o/!'A'cL/JT7t?d [)/1 /7'1-S /T,F J. 0. OR W.O. NO. CALCULATION IDENTIFICATION NUMBER DIVISION 6. GROUP 6-{D) CURRENT CALC. NO. 19 OPTIONAL TASK CODE 08 PAGE 1 OF }3 QA CATEGORY (v') 0 I-NUCLEAR SAFETY RELATED on. om 1!1 H'folfo OTHER OPTIONAL WORK PACKAGE NO. * APP ROYALS-SIGNATURE C. DATE REV. NO. SUPERSEDES CONFIRMATION INDEPENDENT OR NEW *CALC. NO. *REQUIRED (v'} PREPARER(S)/DATE(S) REVIEWER(S)/DATE (S) CALC NO 0 E NO YES NO REVIEWER(S)/DATE(S) · R R V. . t. .c . .ov.rvc.Arv ~22 0 ?. 0'1 ::-li ;/ /1 6 b DISTRIBUTION* I I COPY I I COPY GROUP I NAME f. LOCATION I SENT GROUP I NAME 6. LOCATION I SENT I I (y) I I (vi RECORDS MGT. I re.. h /e-/ik I v I I FILES (OR FIRE I l v I I FILE IF NONE) IOY"•o.-~.e f!Lj,2.. I I I \J c; v-Ak:: I t/ I t H fJY~v (,c s I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ) ) CALCULATION SUMMARY IJ.O.IW. O.ICALCULATI ON NO. /ssoo · G-co)(;;k) CLIENT IPIIIO.JECT ltiVISION 0 I PAel 2. 01' )3 OA CATEeOitY I CODE CLASS VJL,.r9S,{-~ PcJ.:VE/f' /l.:-'77/cJ/f"/TY-6/f/l.Ot..E "/ !-/IkE //Yolfo sue.JECT I TITLE CcJ£/ I?LP.O .s-vft?!/E'f O ... ECTIVI 01' CALCULATION E.ST?f~t...IJ"'# /?:7'£ /f'EL/i'77cJ;C./ #E77</£GrV C c:~,P/""S o.rC r.:;:-.tU,;C/--vc£RS' J /-) i/IS"k'A 0/-S' ?;iiP/C/"'"'" ? /? c:JVZ:: C-r-.t:?/7' 7l/....., -S {) c. t~£ /?? /1-~ r:::'//7./ ~ (J 1-t I_, A.--~:.~ CALCULATION •ETHOD/AISUMPTIONI (c / /17'1 I /'f&v :.V.-S' L eVC'LS" C;f-;;rv <r'C 1/J€.0 F~.,c 4'£-.s"'/~ b j,<L c-h -C "'-/ b ;--.,._ -6. V.S C-S J-A-J-o-t., C 0-"'..M2. /: D .tf?L P f) j) J-J~d ~ c:' /t1 re..r.4o o-/ C:~yye.lla.. '.f,~ ( i"=>J "2 ~) ·2..) C il..lc v I~ f;:; d v a--r ' a._ I:~ On c(A..Icv!a..-&:.J CO£ '-/) co Y"re.c-&:d c I?/ //t' cat: 12: -=. j")1 ~~/Yl co£ Owa 2 8-f/1 CJZ-06-0/ co:= uw~ 2-13/:'A -1?..-ot; -tr:s ' 0 i D11c. F, /.e. .ir r-j _;, Saok .1.. .)2._ /'4 "" /!/(/'-IF ,v;-E L £ v /1 n J ,v .J1 D/., LJ -Lf S" 1 1 z./ -c TL-z I '"2.. ::::-/J'TJ/?-7 .cURve 'I ch:CC,f-1 uf~/gs-/Yle"'";, """'c./ a.r fl Y . 'li?~~. :t Y.1'l'~-.--, . ~-----...... ""-"'1"~d ! -· .. ----··-------· ci( //i ,L)S C ?" ..s-) ~ = '/~(()~-ii)2 kr --c.= I -A> n n CONCLUSIONS FcJ/ la-k ~; .' ~..:? -z.;[)v C,/ /<?6 D/s ?ou/ ws ltiVIIWIIt (S) COMMENTS PltiP'AIIIIIt £ Cf..sjgc; -6 1/-::: &-::: ltEVIIWI!IIIICHICKIIII () f. J • 1<\,.\-v.r~ INDIPUIOINT ltiVIEWIIII u:: 5-S '-'-'"-~ ..:::: f.--, 2-re ~./J. (. DATI OAT( I ( ( llTED ': :' ~-f:' 1C~~ lDuB I S-577o -{:. {o)-19 P&-3/13 INTEROFFICE MEMORANDUM ~~:~~-j,s--:)ao. 08, os-A SUBJECT Cuv~s;.,nv CH~t!i:L ...J~~e:y Blf'./?OLE y L/l kE /1''1' 0/f'£1 £LG"C::77f".tC FROM L · 0 f//1/C/"1 A/ CC /!/. <f/S'~P Jtl. J .h" .6'/1""'...-?7 ,..-? d/ V. /?7/.s..rc L -rk o-.-~u C::th/Yc~~ ~ ~-~J t:uh,~J tu~ o£~-4--,/ 6/ ,Rf/7/ a--s-~ --cl~ .r~ ~ Cd>-7.;;,.,... -1-Le ~;;.L-1 of> ~ c~/s 4t~A,c_ a--d _t,ry.e..~ ~.s ,_I ..,(,(;, oi-......~,-z{, rhe ,Q._,_ /0/~*-~s-~J ~ _R:m .. ?</~ ~ ~ ~ C OE c.n-, 4-/ .J2 c/....._._, £_ .;' ,_,_,£f'.S:., / wfa. ,..,-/~-~ -~r~~ c-f~~J-s-~J ~a~ 1&1../k _!,~ ~£~ f"~ f .fte QJ~ ~L U/07;~/-~cL'e_ ~v4~~ )Yk_ ~~ e-~ w,//u., C /1L Jwn~~J'f a-J_ o, c. v-e-rb c.-....ltf ..,_, ~II I'd,;, Is, ..r o -t'.-~h J f~-r?SR<J Cys ;a/ ~&-~~ ~5 ~ /ac_~£~s ~ ~ ca.~,~ a.c~ ~ a!e..cr- ·~ ~c;. G/4 TO File FROM flTED I. '1 ~-f' r~: LDun ;S.s?JO-?-c. O)-'9 PG-~I /3 'JOV 1 2 1985 LOUD MEMORANDUM SU8JECT Br·adley Lake Damsite Topo COE Coordinate Comparison I DATE PROJECT NO. Len C. Story~ 11/5/85 551107 The following coordinates and elevations were derived from a simultaneous least squares adjustment from field data collected in October of 1985. These new coordinates and elevations are based on the current Bradley Lake Hydroelectric Project Datum and can be used for comparison with the old COE coordinates and elevations for these points. Point North East Elevation PT"I" 2,105,581.50 344,126.66 992.78 PT-2 2,103,793.47 342,865.42 1147.38/ PT -21 (PT"A) 2,103,250.91 343,304.75 1086.07 PT -3 2,103,736.29 343,355.34 1211.13 NOTE: PT"I" was tied-in instead of Pl-2 or DH-9 due to the inability to physically locate these points in the field. PT"I" is directly associ- ated with PT"A" and COE's topo of Bradley River and is on the same datum as PT -2, PT -21 (PT"A") and PT -3. According to our records the COE's coordinates for PT"I" are as follows: Point North East Elevation PT"I" 2,105,581.95 344,125.40 993.15 ?T".l·· ~' \03 793.13 l . PT ;;/.I PT 3 /'JI/.7 :~ 0 V ~ 2 1985 LDuncar C:)(:::>'RO,NA;E S cF "P'T :J. ~ 7T 3 ob-L,.,"*'y ~en-. \)ocu!V'<'I'\-\ \:',\<: ~ C-l -t>a<n Act:'t... \-4of•Zcnt.,.\ Con+ro\ El<vo-t\on6 Qr ~c i'a'"+ caMe. I~,.., CoE lopo !ka......,:"l· El-e-voi=\.,.... o1 'PT do\ ('Or<'(. C~ St.H'"f'( EdJ7 "'Bo,;k -"'?.roJ 1.-y Ktv<"t N<~~ 'J.. Y.T~l-1 • Ju"C , \q60 Oo<:...."' .. ..,.\- \=',I.e -:n 1.a. All i'o•n~ JJ,.. .. ......., .,... COE lope. { '"B.-o.QI.,.y \....ab, ovHci-) G-100. "" ) 2 3 4 5 G 1 8 9 10 I I 12 13 14 IS 16 17 18 19 20 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 ) 41 42 / 43 44 45 46 . . . . . ~- STONE 8. WEBSTER ENG1NEERING CORPORATION··"·.·.:.-·· ... .. : . CALCULATION SHEET '7: 0 1<:;0~ ~ ·~ , . .,.~ v ... 5010.65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION f., GROUP CALCULATION NO. 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Hot~ ;t;.frf- D-Zo /St;. ~ -79:. t:P3 °~0 1 Zl /52.~ -V>~ 7 ~~~· < 22. ;s-;J... -4 7o"2Z 'f:> 3 C. I 2] . !5o--2-7J 4-r.o 8 1 0 . 21--1sa--z-77 21' 5 J) 8 ~ -0 f. 7/ i,d 2G ~~-~ -2 2 80o ~;3~ --2 7 -Z... CJ9 ~ -8 l_ f 7°13 I I - 1 ?}l!I ,84> I j -___ _2_[i ____ j ~8 '!_--_ .7 __ c. -~---~_o_:' -9-Q~----- .29 -I ~1·. 2 . -fi? ' _-?__Z~l I ---1----------- -~--~ _/ ~ 0 ;-= 5 ~ ~ *" t ~ ', -±--------------~ _ ... . JB7 fi_ -------~-r~ -----~------- 12. . 18 s-1 +J ~ ~ s-1-~cL_ ---]J z.~---11 # ;a\"-: 2 ~ t?o'J;'1 __ ~- -____ !Bo~ ~2 , S_ __ __ J 55 /7 '3 r::_ + 5> 8 G 1 :1 a' l I 2 . 0 G I 3G /Bo-i 7-{pff oz 1 3) /8!::.. f 7 7 () r. +C:, ~a I 8 zl f e 7 _] o, !9' 3ep !gt;i tB§. '75(~31' 4o 221t -c!! f 0 5'J' 4-t 22~]._ t-7 ) ) STONE t:;. WEB~TE..R ENGINt.t:.KING t;UKr'UKAIIUN CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE & 5010 54 IFRONTl CLIENT 6. PROJECT Alas k P<)v...e_.-Av:t~~+-~t -B r ~~\1-e·"' lc...\<.(L CALCULATION TITLE (lndfcatfve of the Objective!: RCJCK I\Jr5:;.,,Je_Ef2_11\jb I P£3.5/GN C!<ITE.RIA A N'D P A-(2 AM E. It:!< 5 CALCULATION IDENTIFICATION NUMBER J. 0. OR W.O NO. DIVISION 6. GROUP I SS<JO G (A) CURRENT CAL C. NO 21 OPTIONAL TASK CODE fJ/A- *APPROVALS-SIGNATURE 6. DATE REV. NO. PAGE 1 OF 1'3 OA CATEGORY (v') DI-NUCLEAR SAFETY RELATED D II D m l}r llitcko OTfH ER OPTIONAL W 0 R K PAC K A G E NO. SUPERSEDES CONFIRMATION INDEPENDENT OR NEW PREPARER(S)/DATE(S) REVIEWER(S)/OATE (S) REVIEWER(S)/OATE(S) CALC NO. *CALC. NO. *REQUIRED (v'J OR REV. NO. YES NO N/4 DISTRIBUTION* I : COPY I I COPY GROUP I NAME 6. LOCATION SENT GROUP I NAME E. LOCATION I SENT I I (v') I I (V) RECORDS MGT. I ~0 rl ?-.i-CK I {< r I I FILES (OR Fl RE I ..... --. I 0 (0· I I FILE IF NONE) I P,."f,L_G;r I I I f !r<t: Fl L£ I J. f'l ' ~ t, c: r.., /AN r ~ ~ I I I -..• "'t-. I I GEOTEcH : t:·~ C REC-&lJ2}1tl¥1tt v I I I I I I I I I I I I I I I I I l l I 2 3 4 5 G r a 9 10 I I 12 13 14 15 16 17 IS 19 20 21 2.2 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 ) 42 43 44 45 46 ... 5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. /SS"oco DIVISION & GROUP G(A) CALCULATION NO. OPTIONf'L TASK CODE Z..\ Nf/l --l 1[ -rrr - \V v -R"J K~n ~~t Wt;jlt- )II R .. cl Sk ... ,.. Siroj+~ -:TNI~A~f f<oc:.J:_ ]F. vrrr - K PAGE__::_ 7 9 lo \L.. \(:, \ I ) CALCULATION SUMMARY 45010.62 CLIENT I P'ltOJ !CT At <As 'ko._ ~<)I.Ver aua.I!CT 1 \TITL.! < Cdc \.A. ,J I 0"-~S 1""(1-r oa~!CTIV! 0, CALCULATION lo Odvt>.. \ '1 =c.e_ C~ve,..lofe. ~!> \.jN co,v~h ~le/ 0 N CALCULATION METHOD/ AllUM P'TIONI I ~.O.IW. O.ICALCULATIO~ NO. l55oco I N/A 1 -"2.. \ Lo..l.o~~+o~y etrvJ-.f,'e../J c\.-,..to. s-+A.+t~f~..:..~~.( +e..c.h,.,..},1 ~...:.s, Wkru__ cl~ w~...e. m,,.S s. 1"-'J J ( I h..,r "'-t~N\.J,. • f\~~vt~t.\0N.S • re...p ~.H ~-+" t~l).~ vf ltllVIIlWillt (I) COMIUNTI P'ltl P'Aitlllt ltiVIIlWillt ICHilCICillt INDilP'IlNDilNT ltllVIIlWillt ltllVIIION 0 QA CAT!eOitY I COD! CLA8S t~ :;eo t ~cJ, t-J~L A) i I I I . i I l I I I 1 I DATil DATil DATil 4 5 6 ... 5010 65 h.O. OR W.O. NO. \SSo~ STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP G{A) CALCULATION NO. OPTIONA 1 LlASK CODE 21 iv 1fi, PAGE _I_ . Ol-d<:rJp rn.::•·f)P)Nj re_V(.,,J(!.J -).'9l. .... +l~IV a""',:.l kJJ:t.IVJ s+r\M..-+iA..rV Ort~.u+-<.A c,t...+ .a.. stn k~ -rk.. .... J-VAr)-(..J f,..vY\o"\. A.h-tk t-Q N '2.o t: OM<:i\. a._ J.,p tk ... J it'M;d fid ,h, ~o o E +o Lk---t~'-~l. i,J~Jti"'- ., -1-r.-.-e.-+,y,_.Jle.> ov-Jouvf-S de.vc.tup~t::l po-.:,o-.-.ll'it\ i'"o -t~\ll f.::..lri<-1 8 ik~ ph.~nc~\ c.lt.rl.\.c:..fer,~h<..l ~Y'L Cl)... '7\.l\\o\....-~ 9 5p~'-ltvj ' c\osC. t~ wi.J~ 10 II oe-.e..Nrvl~J: -t, j k+ to Nt:..ryow 12 13 Filii~) . d-e: a !'.I t(.) ~\N~t" c.k~rt or c.::J ~ r+e 14 I~ 5ur-fc..C--L : ) il1w+h +..; sLjUl/ tou.., k ) _$' u.b pl t't N~ f" .) 16 17 18 ~ b..~ Cl-1\A {o{io.~ on~-4-.... F\orv..s ht"We.. ~ \~--\-S\'~.J I (, .. /,1~ 5o ;h€... tl1 )~Or L/Art A +i~ NS ) over "t~ e ~+1 M:_. f' iu J <:. ct (A r-e_A. VvY\ cl_ 0.. r€ ~ N5l ()~ r e.d_ f0 k +k olom/Nt:~Nf-_JOJA--..f se+ dmz_ to f~\elf" p.e._·rs!J+~<..L., 19 ) 20 2 I 22 23 24 Most oF J..,_ ~O·l~t..s n-tP-]'p~L bit 1YJwL ~ R.. _ 4: H p'rhrv,ve/ 25 yo/-rJ&..·h.1 -to -f,/,a.f1~JV .;;1r~-<.:fuy.e_s wf...r<L ~--fc..<t-r;lv. cC"ppito.~~ ·. . , The..§4... 26 AJear -IJerhc,._f 1"0 v~~+1ce.J ~ottvts . Wtf"!.. dlvtcLtd ;..vfo -1-w"' c;;r~up.! ,;th&..+ - 27 rep~s~n_+e.ut ~-<;e.ec-t>.~J. c..v? . +-Lu;d fhos! J..nnnv~rv+ ~o1i-J+ ~eff., ?M- :: SecotvA m~s.J-c/o;s,,;.;"Jv+ J'~~'fcfJoilvD Is cl..K_scr;bed tU f'.;}lvk_)5' 30 31 32 34 35 36 37 38 39 40 41 ) 42 43 44 46 Str\ k-(. ~ N '1-S "W ft., ;1J 70 6 V ~;f : S p c..<.. I' 1\.1 j . 0 p €;11./)\.~1\j : F ~~t.-~J · Surf ... cL : f..)tx. ( fow +c.. (.) f.R.."'-{ '> 2. Uk.JV) J low ~r Sl s-t G-o')<--L C l.t ~ +c C. h . .e.. r t or c. a lc.l+'<!. sLjh+l; r-o~k ) C·l.-1 eLke lo~ sub f}~~;l!\.1 ~, S~~ . '(},~'o~ . <f N'f:f:V-~Vtr+)c~l ;to ue_rf(c,..:A-l \OINts ;z;lt.rJ·hfr't!.lJ ( :;-!n,.J wtosf-dol'lll}N•I""+-!J.I<.-'~·JU 11'v__fr1tLt+ \..1 """-re~ ) tA.r-c_ cru_SCrt ~d ~s -f<7//0tv ~ · ) 2 3 4 5 & 7 8 9 10 II 12 13 14 15 16 17 18 19 ) 20 2 I 22 23 24 25 2& 27 28 29 30 31 32 l3 34 35 l6 l7 38 39 40 41 ) 42 43 44 45 46 ... 5010 65 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. 1 s soot) DIVISION & GROUP G (A) CALCULATION NO. OPTIONAL TASK CODE 2.1 MjA SpA.C:.I~., ~ Ore.."'N'~)-: fiii,·Nj ' S'u.rt &l-( (_ ~, clo~ to w\ c.l-<.. .,., jk-:f {c c.\-e. C/,.pJ ~ Mll-JI;lr N 5 E. -t.. N zs E: 2.5 i<; '3S W Of<."'"''<Jj ·. t\ ~ \,~ -t() op<. ('i f,I\,}Jj · So M..t-fi. s.+~ i tJW j -' C \e. co.; -h.-/YI: !Vt:. r c..\(/./ b,·r , s pa.<:.l~_j : o~)..A,')J; fi\t\'Nj ' s l-~ ..-.f Cl (;(. ·• JOIN+ ~t !5 ck..scr.,Sc_"~ OS Rllo.vS ~ so f. t<.; N 10 t: s ~ L5 s. cloS{. tv ~;J~ No..rrow +,;, o p-t'-N PAGEl 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 16 17 18 19 20 2! 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 ... 5010 65 J.O. OR W.O. NO. !S5o:>o I. 1 _. • ro """ · STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER Table 22.2 Allowable Contact Pressure q. on Jointed Rock q.• qa• RQD (rons/sq ft) (lb/sq in) 100 300 4170 90 200 2780 75 120 1660 50 65 970 25 30 4!0 0 10 140 a If tabulated value of q. exceeds unconfined compressive strength q. of intact samples of the rock, as it might in the case of some clay shales, for instance, take q. = q •. <(_,!>"" \tsf) 0co ~toe 23, 14-0 59 Z.o ~ '?.::.-c <s-t'1 \0 H\J~\/ ~,~ctv.~J t~c.k Z0 H \) J ~!_.,. ~ '1 -f,.e.'-+"'rtJ. f o(.~ So~.\<~-.vl_ Yv J_ PAGE Q . F="cr l'.so:-"'J.., ro<-k fl tk ~ou..y·,""j C'f-"~J1 ~ +.:tk~N 0..5 Y,z.. "f Co ~-..... "'""'j dl~t~ · _1. ( . J.1Z. VJ4Jf ;~2-v. I ~t_) -:: '76 /<.sf 1-t\... -:::: 1-z.. %ooo , ... T.A ft":A I«G ~f jJp CJ-cksi'rv c.rl+er,·A.. 1 tl·t\ vt=cl~ w~ r.e..J'-'«..J t<~ &J k~f. 2 3 4 5 & 1 8 9 10 II 12 13 14 15 1& 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3& 37 38 39 40 41 J 42 43 44 45 4& 4 5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. IS5ooo CAL21LATION NO. OPTf..I!'A TASK CODE PAGE 7 JIL -t\\{L t~ \ .• 11 So \l ~ R~J:. .J.. c\e.Ntttl<A.t·IC~ ,, GeA~\..~\u..\ ~\v'~"~,.; 1 1975 D.,~~Nosf1<.. t:Je..sc.r~·e+icN Sv-o .. Jie.y Lo.kz S~te. m-7s% so . Z.5 % Roc.k MCiS! G"'-.J ,~ ~J_ RoLl M c J.e. f "'h. )y fr ~<---i'IJJt.-ed. RoG'\:.. H lj\-J/ FraL~L.Atev\ !<o.._l ~r RoL\<. t X <.. ~.J \ 1t .,rl- P<X~r z. S-5o o-z_s MODERATEL "f fRAaURED 1-\IGI-\ L'Y FRAC.i~ R.etJ PooR c.ks-erv~ +\ 0NJ ~ ~\. ClJ-r€--tw~ est c_.o m b/ ~Ued AA.J wan_ <:Ato.U c'sW ~ Fr a (.f,...re._ Sec."-·,p.i j ?3' f+ t-s .f+- z-rz .. lN. "'z:.. 1~. STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET • 5010 65 CALCULATION IDENTIFICATION NUMBER 3 4 5 6 7 8 9 10 II 12 13 14 IS 16 17 18 19 20 21 J.O. OR W.O. NO. l55oau CALCULATION NO. - "2.\ Koc .. k .. Mc...+e..r;e..t r~o .. W\1_-t-e.f' (Y'r\) Ovnc;;\ 0 6+t~.\.NC.J frt."""' , 11 f?_c><.k. <;\uru:- e..c:\\tl"n Hoe.l ()..,.,;el._. 6""'-'-' ) l"?'(\ I (Js l~j T;_\:A~ .::TI[ ( p~ IO~) \-ten·"" t..~e.~ A€...nv<.J · ---?> TAll.[ lY IHTACT ROCK SAI"#1.B Laboratory •U• s:p.t~ trw• /lf'OIIIf joinu CSHI. r•tlli9 100 HGI r.atlng SOO "' • 1.0 'l • l .0 A .. o.atb •• 0.658 T • -0. lt.O ¥!11tl' COOO QIJALJTY ~OCK I'IASS • • 3.5 TigJtt.t!l i.~tUrlccki.n,g :ctdi,a- ~ l"''Ck r..ri;:k ~atheJa ed joi.n.u at !.S... CSfA rui.n9 BS \ .. o.' A • 0.6$1 '. 0.679 ..... 10.0 !lo • t.O ..... o.:us •• 0.677 T • ·O."" f!l • s.o !. .. 0. l • • o. H9 a • o.692 "' • 15.0 s • LO A • LOAI-' & • 0.692 r • -o.Oi7 ~ .. 7 .s , • 0.1 • • o. a•8 a· 0.102 OPTIONt/L TASK CODE /V1 A cw ~z ZJ H ~~ ~~~ ;~~ •• 1].0 s .., t.O A • LOS& •• 0. 6,0 ,. • ·o.os' • • a.s • -0.1 • • 0.88} 8 • o. 70S • • 2S.O 1-... 1.0 A '* L220 •• o. 705 T., -0.040 ,. -11. s -s • 0, t NGI ruing 100 T • -0.028 1 • -0.020 f • ~O.OJJ T • ~O.Ol1 A • 0.9,8 6•0.712 T • ·0. 008 22 23 24 26 27 26 29 30 31 32 33 34 35 36 37 38 39 40 41 ) 42 43 44 46 t-10t)E'~ATE L'/ F"fA<: nuu:h I \4\GHLY rRACTU~cD .~ ) GOOD Qlll\ll TY R.OCI< AASS l'"rftak to tlUjkt1.y IJIIII(1t}wNd t. • O.OOft !"''>Cic. atiqhtly di-8~ lofith joint.~~ at ! co J.l. A .. 0. )6'3 CSIR ru:inq bS B • 0.&63 NCI r.at ing 10 FAIR QUALifY ROCI< /'\ASS Set>er<aL fl•ts r)f ~uly :JJ~tatlwNd .,i<:ri~tt# s~11d at J. J to Im. CSIR rating 0!4 I'IGI rat lfl9 l .0 POOit QUAl J TY A.OCK /'lASS .~roue :.;~eathRnrd J:riJ,.ts at JO !o 50~ !J'ieh :JCJN gC'IM}• -<.:~a;l"! uaste rock. C.::i Hl rat l"l9 23 14GI rat !fHJ 0.1 VERY ?00R QUAt. I TY !I:OCit MASS: -Y.~r-<."'.4 -~..'"ilbl :..>tlatlwr•d Jo-int~ ~r;--4C4td <. ,S()o'rl with ;;ougttt WRt« wit:Jt ,rin~te. CSIR rati"9 ) ;oGI r<~t Onq 3.CI t • ~o.oo6 .,. .. o. 0001 A • 0.1'}8 !l .. 0.662 T • ~0.000] "' .. O.:)!t -. • CL 00001 A • o. 1 JS s .. 0. 61.6 r • -o.ooo2 m • O.J07 ' • 0 A • 0 042 8 .. 0. )J4 T • 0 Ro<..t ~\ rt \1 , I 'S·J ~\.,.....\ t\.o c\€.r;.h:.\·f 'fr~~.,..r<.~ \-\~j~\/ fr-c. ctv.r~ 'Poo~ 111 • t.O ) .. 0.004 A • 0.427 •• 0.08} T .. -0.004 m • 0.20 $ ... 0.0001 A,.. o.n~ • • o.o/5 T • ·0. 0005 "' .. o.os '$ .. Q. 00001 A w 0. 111) • • o o5S 1 --0.0002 ,. "' 0.010 ' . , A • 0.050 ' • 0. 539 T • 0 s.o ... 1.5 t. • 0.004 A • 0.$01 8 • o .• ,s T • ~0.001 1ft .. 0. }0 'So • 0.0001 ~ -0.280 •• 0.&88 T • -0.000} "' .. 0.08 s .. 0. 0000! A•O.J62 a .. o.6n T • -0.0001 m • O.l.l!S ' • 0 A • 0.~1 a .. O.Sio6 T • 0 o.z.s {).05 '"' .. t. 7 t • 0.004 A • 0.525 8 • 0_698 T • ~0.002 m • 0. Jlt s .. 0.0001 A • Q.Z'9S •• 0. 691 T .. -o. ooo1 A • 0.17'1. 8 • 0.67& T ,.. -0.0001 !'II .. ().017 ' • 0 A .. :). 06~ 8 "' 0. 51.8 T • 0 M .. L5 3o .. 0.004 A • 0.60} 8. 0.707 r .. ~o.002 M • 0. 50 '5 -0.0001 A • O.}lo6 8•0.700 T '" -0.0002 m • a. 1' \ -0. 00001 A•0.20] a· o.686 T • -0. OOOt m .. a_o~s ' • 0 A '" 0. 078 S•O.SS6 l • 0 s - o. \ Q.OO't 0.0001 O.OCIOO I PAGEL 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3 3 34 35 36 37 38 39 40 41 ) 42 43 44 45 46 & 5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. )55ooo DIVISION f.. GROUP G(A) CAL C U L AT I 0 N N 0. 0 P T I~ ~A L TASK C 0 DE Z..l tv;A S()u. NJ. J .T ~ +t:;~.c\ 0 H o J ~ ,._..+ e.t1 r'{'J; ~---~~-r-(. J ~ ~;j'k\7 F, to(._+ t-o-rt.'-\. s P-o~-r \2_ VI Roc1. Sk...-S+~jt""--I ).J+~c..t 'Rot:..k. Tr\ ·~ i ~ \ Cc ""-f ~ Hiv<. 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WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER OPTIONJ}L TASK CODE NfA DIVISION Ei GROUP G(A) CALCULATION NO. '2J PAGE_I_l t .S<o rv+, rv~ rhu Rock l,u.alt hntonlte kfttoni tic: shoal• Cl.ay'l Cln sh•le tl.ay s~tlt (0411 ,.,..., ...... roc.ks Gol<aite Oiod tc~ g.r.,.,.- diorite .tn.d POt'phyry Cl.lyt:y bU<tlrtc br<Kci.a. wide: v•d•tlon frOflll cl•v to b•t•lt C.Ofttet\t. hntonlt• 'le-Tn eNtlt Thin t•ycr'l Tripl•l te-st'l Triu.f.•J tests Dlteet shear tau 0v~tr"'C:Of'I10I1d.ltN. slip'!. joifttt •nd •lN)r shre•rs Tt'fa•t.•l tfttt thy !W'flonit• ,..._., 1.0 to 2. 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I ~ l s C.OC\Jt\ ~11\. \"hi ¢ruf: sz5re,~kl -Jo1~ L.f<J 35 Fo\l.r..+l.UN Pl 4 rvel Z5 Zo Sl ,J:eM;d.J Plc. rv<.s Z.o lS 2 3 4 5 6 1 8 9 10 II 12 13 14 15 16 11 18 19 20 2 I 22 23 24 25 26 21 28 29 30 3 I 32 33 34 35 36 31 38 39 40 41 ) 42 43 44 45 46 • 5010 G5 J.O. OR W.O. NO. \5"5~ STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER CALCULATION NO. OPTION~J TASK CODE '2..1 Nffl PAGE ) z_ 11\ of tk. ~~ ~a-"flc..s VJ~NOL [·cf . .,t•Ji.RJ {J.J~ ~1~ f:ltrA.ywo ~. Or ~tJdftte ~ Sf~,tk \)A Ll.La._ O.r<-jJVf-'f.l fGV' -J-~ JtLN<l c:.J~5S lf't::A f',.;~. ~ N:S!.A.(t-~ <Yf ~+s. F,-rtol"~ -s ~ lk ~ Rak\.l'Ns C-.'\~ ~ _Jo-f'v~ wer<:. N .. + JN<...(v.-d.t.) IN tf.e ar..;,,/1.ft5 ~c.~ T~ -K2.:Sts. ve.riZ._ N<. r C0Nt:t4ule..d..._ JN a.cc~,A toN(...(.. I//.}~ f\<;iK sta ~J~ rJJ .hu..i wvu__ ~pk +~.L IN or rkr -to es t-i lh~i~ rock l.oove.~l;, \Jy. A 5U )'Y1 wvw 1 o-' -tk elk+ A t.f M to} I <lW.S R~c.k \\If£-jve. Co (psl) G,...Cl-'1w"-<-k"l Ayj i.ll\+'( 8" 6CO ) A\\ u~ 1 ,_. ~ . -f o _r -r-k de~ ~ J. t., ~ '-~vV\.tv'j ) -! k\.£. c~ t~( c..-·h+~n ~ we.t"'f_ '2.. s. f-,..~ l; ~ l~j ·. &~<-kJYr: Roc.k Ho~s~ Qv .• Jtt So~ t .. M o.kr...,h_\ y Fr ..... '-t"'-('(.tl H lj~lf fr~..<-~ f"o Poor H l j ~1 · frt-ch.;u.J_ iu tJ' Oi.l I'"" Lf000 J \ \ 2 3 4 6 7 a 9 10 I I 12 13 14 16 17 18 19 20 21 22 23 24 2& 27 28 29 30 31 32 33 34 35 36 37 39 40 44 46 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET 45010 65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. \Ssoo~ DIVISION & GROUP CALCULATION NO. OPT I O~AL TASK CODE PAGEQ Database files BACKUP.DBF ROCK.DBF CLASSN.DBF H.IOROCK. DBF NOROB.DBF G ( i1) it r.ec or ds 48 54 48 49 49 15005 bytes in 5 files. "2..l last update 03/08/86 03/08/86 03/08/86 03/08/86 03/08/86 320512 bytes remain1ng on drive. enter name of ftle tworock Structure for database · Number of data records : A:tworock.dbf 49 Date of last update F1eld Field name Type : 03/03/86 1 REFERENCE 2 ROCK 3 4 5 6 SAMPLE ucs YOUNG POISSON 7 UWEIGHT 8 CLASSN ** Total ** Character Character Character Numeric NumerJC Numeric Numerxc Character Recordit 1 2 3 4 5 6 7 8 9 REFERENCE ROCK swec g/a swec g swec g swec 9 coe q/a coe g/a coe g/a coe g coe g 10 coe 11 coe 12 coe 13 coe 14 coe 15 c oe 16 coe 17 coe 18 coe 19 coe g g g/a g g/a g g g g g Wxcth 6 12 6 10 6 5 6 55 SAMPLE s-4 s-5 s-6a s-6b 4-1 5-2 5-3 6-2 6-3 7-1 7-2 8-10 8-11 9-9 11-46 12-2 13-31 14-7 16-2 De.: . .., "- 1 N;A SlZe 2755 3261 2931 2986 3072 ucs 12763 10168 32825 34975 14900 10500 10000 31200 35600 26600 30000 33200 30900 26800 20400 11500 17200 29400 34100 a.J-:::. 0\.f'j·,lht-e J W = ~ fC...f'W~G~f!_ YOUNG POISSON UWEIGHT CLASSN 0.00 0.000 171.0 ag 0.00 0.000 171.0 gw 0.00 0.000 172.0 gw 0.00 0.000 174.0 gw 10.07 0.285 172.8 a~ 7.22 0.375 170.9 ag 9.58 0.245 170.9 ag 11.24 13.80 9. 77 10.10 11.14 10.79 10.35 9.45 9.50 10.10 10.43 10.37 0.267 0.355 0.267 0.267 0.228 0.249 0.248 0.235 0.265 0.257 0.224 0.224 172.8 gw 173.4 9W 171.6 gw 171.6 •Jw 172.8 gw 172.2 qw 170.9 gw 173.5 gw 170. 9 g w 172.2 gw 170.9 gw 172.2 gw 4:; I L-----------------------------------------------------------------~ 2 4 5 6 7 a 9 10 II 12 13 14 15 16 17 18 19 20 21 22 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 J 42 43 44 45 46 65010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. 1.5'5000 DIVISION & GROUP G(A) CALCULATION NO. 2/ OPTIONA)-TASK CODE N/4 20 r&m 21 r&m 22 ril.m 23 r&m 24 r8.m 25 r&m 26 r&m 27 r&m 28 r&m 29 r&m 30 r &m 31 r&m 32 r&m 33 r&m 34 r&m 35 rS.m 36 r&m 37 r&m 38 r&m 39 r&m 40 r&m 41 r&m 42 r&m 43 r&m 44 r&m 45 swec 46 swec 47 St.JeC 48 swec 49 swec g50/a50 g50/a50 g30/a70 g/a g/a g/a g g g g70/a30 g80/a20 g80/a20 g20/a80 g10/a90 g70/a30 g g g85/a15 g5/a95 95/a95 g40/a60 gS5/al5 g50/a50 g50/a50 g10/a90 chert chert chert chert chert rm-14a rm-14b rm-14c rm-14d rm-14e rm-14f rm-14g rm-14h rm-14i rm-14J rm-14k rm-141 rm-14m rm-14n rm-14o rm-14p rm-l4q rm-14r rm-9a rm-9b rm-9c rm-9d rm-9e rm-9f rm-9g ch-lld ch-lle ch-11f ch-llh ch-11t 7430 6520 7430 9060 9240 8510 3790 3320 12:40 5•!30 12500 5800 13040 9600 12:.40 18120 20470 15760 ss.so 1780 6880 15040 3800 11960 6520 ~1121 7570 9215 6897 8416 average ucs for ucs <> O.and.classn = [gwJ to a average ucs for ucs <> O.and.classn = [ag] to b 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 J.OO 0.00 0.00 0.00 0.00 0.00 o.oo average young for young <> O.and.classn = [gw] to d average young for young <> O.and.classn = [a~J to e average POisson for POisson <> O.and.classn = [g~J to g average POISSOn for POISson () O.and.cla~sn = [ag] to ~ ?'ave ucs [gwJ=', a ?'ave ucs [agJ=' ,b ?'ave young [ gw J=' 'd ?'ave young [ ag J=', e ?'ave po1sson Cgw]=', g 7'ave POISSOn [agJ=',;, 25 records averageJ ucs 20958 24 records averaged ucs 8631 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 PAGEli_ 172.2 ag 172.2 ag 172.2 ag 170.4 ag 170.4 ag 170.4 ag 171.0 gw 171.0 gw 171.0 gw 171.6 ag 171.6 gw 171.6 gw 172.2 ag 172.2 ag 172.2 gw 172.2 gw 172.2 gw 172.2 'Jiol 171.0 ag 171.0 ag 171.0 ag 170.4 gw 170.4 ag 17:.6 ag 171.6 ag 167.0 ag 168.0 ag 169.0 ag 167.0 aq 168.0 aq 2 ~ 4 ~ 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 ) 21 22 23 24 2~ 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 ) 42 43 44 45 46 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET ... 5010 65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & ,GROUP CALCULATION NO. 2..1 ISS : 00<) GLA) 12 records averaged young 10.59 3 records averaged young 8.96 12 records averaged poisson 0.257 3 records averaged poisson 0.302 C : ave ucs [gwJ= 0 ave ucs [agJ= E-::: ave young [gw}= ave young [agJ= Y= ave poisson [gwJ= ave poisson [agJ= 20958 8631 10.59 8.96 0.257 0.302 t= UWEIGHT 171. 3 V= 15 records averaged poisson 0.266 r;)fAtl~ -I'Z.x f(Jl59 - (So\.1. t.tc.l) \5 ::. )O,Zb +-J X'tt.9b l ( lab;;v,..+oj!) OPTIONAL/ASK CODE Al/A PAGE 15 2 :s 4 5 6 7 e 9 10 11 12 13 14 15 16 17 16 19 20 ) 2 I 22 23 24 25 26 27 26 29 30 31 32 33 34 35 36 :S7 36 39 40 41 ) 42 43 44 45 46 ... 5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISIO~ & GROUP CALCULATION NO. OPTiq~AJ;, TASK CODE PAGE /6 t 55CXO 6 <.. t\) 'Z-l IV (A So~al <g x \~ b 0.27 o,'? 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( re.'l'fe..v-~ L.a.""'b 1 198'4- 2 3 4 5 7 8 9 tO II 12 13 14 15 16 17 18 19 20 ~) 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 43 44 45 46 4 5010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAS TASK CODE PAGE I 7 \55"~ G(A) 2..l DYNAMIC ELASTIC MODULUS CALCULATIONS DYNAMIC POISSON'S RATIO= 0.35 SEISMIC~ SEISMIC*' SPEC IFIC.,t-:t-YOUNG'S LINE VELOCITY GRAVITY MODULUS t0/A ROC!< MASS QUALITY RATING ;WE t: (1000 FT/SECl <GM/CC ll0E6 PSil DYNAMIC <10E6 PSij SP-73 21.40 SP-74 20.00 SP-56 17.50 SP-20 17.24 SP-54 17.00 SP-70 17.00 SP-14 16.80 SP-35 :6.'30 SP-34 16.19 SP-38 16. 1 c SP-16 16.00 SP-10 15.60 SP-40 15.34 SP-37 15.32 SP-33 15.30 SP-11 15.00 SP-75 15.00 SP-36 14.93 SP-3 14.80 SP-12 14.50 SP-9 14.50 SP-76 14.50 SP-8 14.40 SP-13 14.34 SP-64 14.30 SP-25 13.67 SP-7 13.64 SP-30 13.60 SP-67 13.50 SP-65 ~3.50 3P-6 •7 7C' l..) .. ,..).._) SP-1 13.30 SP-41 13.J5 SP-39 13.00 SP-79 13.CO SP-81 13.00 SP-80 13.20 SP-78 13.00 SP-71 13.00 3P-46 13.00 SP-55 13.:JO SP-77 13.00 SP-42 13 .. 00 SP-24 12.80 SP-43 ;.:.so 2. 72 10.45 'i .12 6.99 6.78 6.59 6.59 6.44 6.44 5.98 5.91 5.34 5.55 5.37 5.35 5.34 5.13 5. 13 2.64 4.94 4.85 4.66 4.66 4.66 4.59 4.55 4.53 4. 14 4.12 4. 10 4.04 4.04 3.95 3.92 3. 77 3.74 3. 74 3.74 3.74 3.74 3.74 3.74 3.74 3.74 3.74 3.63 3.46 SOUND b ·'' 1 .... MODERATELY FRACTURED 4.07 * R f t4 S.:.1S'f'l'l. ·,< Pr~,,tc.J (.e' H Cu.v.5!.d-+;.Nhj 1'1~) -f * St:.E P/lGG" 9 ~ ) 2 3 4 5 6 7 s 9 10 II 12 13 14 15 16 17 IS 19 20 21 22 23 24 25 26 27 29 29 30 31 32 33 34 35 36 37 3S 39 40 41 .) 42 43 44 45 46 ... 5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONA) TASK CODE /5.5006 SP-23 SP-22 SP-2 SP-21 SP-49 SP-15 SP-63 SP-62 SP-66 SP-59 SP-27 SP-51 SP-58 SP-61 SP-69 SP-57 SP-4 SP-19 SP-31 SP-44 SP-29 SP-47 SP-50 SP-52 SP -45 SP-53 S?-5 SP-:7 SP-60 G(A) 12.46 12.40 12.30 12. 14 12.00 12.00 12.00 12.00 12.00 11.50 11.40 11.10 11.00 11.00 11.00 11.80 10.80 18.80 10.75 10.60 10.58 10.50 10.50 10.50 :o.so 1 o. ~.o 10.50 10.20 10.20 1C~OC 2.56 2l Nt A 3.33 HIGHLY FRACTURED 3.30 3.25 3. 16 3.09 3.09 3.09 3.09 3.09 2.84 2.79 2.65 2.60 2.60 2.60 2.60 2.50 2.50 2.48 2.40 2.37 2.37 ?..37 2.37 2.37 2.23 2 ~! s r. ~ '0 1 co-ri ~o-~-· S:.:_P_-_::2::::6~ ___ 9.:,...:..:. 3::,.::u::...' ___ =..: .:...· ~.....:· ::__----:--· -=:-:7 -') r ~n·· .. 9.3: 1.74 SP-18 SP-68 SP-48 SP-32 SP-72 8.50 8.10 7.33 7.20 AVERAGE i"W<l MUM 1. 45 1. 32 l. 08 1 . :J a 3.85 9. 12 C~k._ C~~cl_ (bWI.f"-.{(!.r C""-(c.., c = 1 . 3 4f.x 10-'l_ y ( v r YL [ ( I -r v-;(I -1:'r)] / ( 1 ----v j 't= 2-~ V0 = ~.~() 1)-= 0.]5 ) I ) PAGER 2.68 l. 43 -I ' 3 4-G. 71 I G-'l./2. 't<:J) ( ~ . '?) ~ ( I t 0 I 3 5:1. l -2 ( 0 ,] s)) I ( 1 -0 I"] _.v -- 2 3 4 5 G 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 26 29 30 31 32 33 34 35 36 37 38 39 40 41 ) 42 43 44 45 46 ... 5010 65 J.O. OR W.O. NO. Iss-a::x::J STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP G(A) CAL~(ATION NO. OPTIN/A.TASK CODE Elasf/1... !fodu./,' a.'fl. summo.n~J ~ ~llows ·. L S'..I-IA ~~ ... ~ ... v .... ,.f~ Mu~L<.ll.\s R~~k g~·hNJ £ (/obp.s.) 'T -- ~~ ~ 0,?-l M oh"'"*JJJ ~.-..dur-d '-t o:z..1 HtjW 7 fY~J. 2. 0.'2.7 o.35 ?~V"' o.s 0,7_7 ' NGI CLASSIFICATION POOR I ~000 I VERY EXTREIIELY I EXCI'T. ;::: (1-L p.'., \ GOOO GOOO GOOD '-U" L' '.J FAIR "' 0.. ..., I "' :::1 :; -o LO ~ 10 40 100 400 1~0 ao·r---r+-T-+..:.::_-,nv~.--....::.::::::-,.:.:r:..__ I L '- 7o,t----t-----if--+-+--~---.J~----+--10.) 'It ~ /r1L-t----?f ;;.o (s~.,.~"~ 60:t---+---11:-+--111-.. /'---,~+-----+--~.3 PAGE J:i_ [? c: ..:: solr---r---+-t----+v-r....-..-+-----+---7. .J .. Oit----t---f--f--:zL //-_ .___:-•_ -------:f------------_:-_--~~~'-· S_ { /'1 ~.J.u,.td) rr .. ctu~J J v s:s -"' E .... 0 301t---+-t-+.:------+-----+--l.f.3 .... ~ -o :::1 --"' -= ~0 100 I I CSIR CLASSIFICATION Figure 85 : Relationship between in situ deformation modulus of rock masses and rock mass classifications. After Bieniawski189_ HYDRAULIC CALCULATIONS \,..JtJ~orot.t.....\..ooV"-~""'l av•• •, • --. ~ ·-- *SEE INSTRUCTIONS ON REVERSE SIDE A 5010 64 IFAONn CLIENT S. PROJECT PAGE 1 OF 2.{; A L t:t'S kA PO\AJ E.R AU\1-\CRt\Y , 8RAOLS.Y LAKE. CALCULATION TITLE (Indicative of the Objective): OA CATEGORY (1/) DESIG tJ D-\ FHJ N E.L DoWt-..~S~6A M t>~ 0 I-NUCLEAR DIVE.Q..S\ t>N \u j.,J W E.L SAFETY RELATED Oli om ur \-fYD~ OTHER CA LCU LAT ION IDENTIFICATION NUMBER CURRENT OPTIONAL OPTIONAL J.O. OR W.O. NO. DIVISION S. GROUP CALC. NO. TASK CODE WORK PACKAGE NO. 'S So 0.(;'8 \WD 003 *APPROVALS-SIGNATURES. DATE REV. NO. SUPERSEDES CONFIRMATION REVIEWER(S)/DATE (S) INDEPENDENT OR NEW 1t CALC. NO. •REQUIRED (v') PRE PARER (S)/OATE (S) REV I EWE R{S)/DATE(S) CALC NO. OR REV. NO. YES NO btxt....:t~ E. ~tt,.-eL,~I Tl~anf'( -:r. HV6116 0 ./ a/U./fS ~Zl.-8S tih.W-U p~~~ PP \-2.f Tr f'\01liV "J. r #t i;._.,_, ......... \1-22-I ~h.· t " _.,_ lz/b/~ (J .Z2. 28 pp. Z.2.-28 . · . . ' DISTRIBUTION* I ~ COPY I I COPY GROUP I NAME E. LOCATION SENT GROUP I NAME S. LOCATION I SENT I I (V) I I (v') RECORDS MGT. 1r1Re FILE-P\NC~"&€"1 ../" I I FILES (OR Fl RE I I I I FILE IF NONE} I OR l&.-'JbB 13n-R +,2. I v I I I I I I I l I I I I I I I I I I I I I I l I I I I I I ! ! I I I --- 2 3 4 5 6 7 8 9 10 II 12 13 14 I~ 16 17 18 19 20 21 22 23 24 26 27 28 29 30 3 I 32 33 34 3!1 36 31 38 39 40 •, 41 42 43 44 4~ 46 .&501065 J. 0. OR W.O. NO. IS S"oo. '-! STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ci GROUP \-IYD CALCULATION NO. OPTIONAL TASK CODE 003 PAGE~ \~c;_ NQ12.\A.t:.l.. 'D£P"\\-{ 1 C.£\nC~i,...-'t>Sr>n-l 1 Al-lQ 'f"\-(E. W~Q.':.U.~CE. ~IJ2bi-\\.. E."S f:..:'ft.E. CM.c:...u..t.~\1""'e.D IJ.St~G 1\\t APR()A-Q.te: . .c; \>6-Sa;(.t {;€ I) t N 11 C>Acrw 1 O"?E~ C~ f><\J "--E\... IJVCI2.~u c:.S 11 ./ -- 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET ... 5010 65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. 's-s-oo . ro 't DIVISION ft GROUP I-t YO CALCULATION NO. OPTIONAL TASK CODE 003 kyd.~~c. ~nr ~ of va,r7o ...... ., ~~ . 47l.u::. ~s 1 a .,..,.( c:;lo~ w~e.. c: .. .,..,t~. 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'2..'3 w \)E.Pf\.1. STh "+.) t>EPT\4 10 \0 0 ...,0 14 ( '· S"" 4~ 2.1. b I . ' s-o 21 ( t 0, s;-1?.-S" ~'2.. !4.r-, <6 r 1Z I 17..~ 2.40 I '+. s;- l 12.~ ~z.o 4S i q ho I l'Z.. I ". s:-400 r-;, $"" { 13 4 5'0 \o, ~ i I 0. S'" '-'oO 'I 1. $"" q iOO S""o ~ so S, ~ ~~ t ' l 3. ''~'" , I . \ ,.--._ '-•' 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 16 17 18 19 20 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 ., 42 ~ 43 44 45 46 A5010.65 J. 0. OR W.O. NO. 15"500. G,<6 1 CICI. 6.5 70. .; j. • 4 1~7. 25 t.4~::E,2. 5 t~4:::E.2. 5 200. 0. 1 70. • i. 7.01 2521:3. '30075.5 ?l]. 1. ~:: 45. 25 42E· 1:3. :350. ~ -~ t:" .i. '1' • ._i 70. i .i. • 1 .-•. -, 1:" .-, C' J..:::. a::·-'· a:::_._l C" -: ..., .-.-. C' ._! .i :' tl.::.u ._1 1:::4451. 4 CtC~. i ·-: c: ,l. ~= ._t ?CJ. .l. • 54E·4l~ 5 2 ..;. t) ~! tl :3. 5 ....,_tv••-.,.. •• .._....,...,,_,, -·"'-'""--·~···---~ ... --~--~··-·~ CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ei GROUP 1-WO CALCULATION NO. OPTIONAL TASK CODE - 004 1 J. • 1C;:;:1. 25 515E.2. 5 2'3242E~. 55 Ct. q ..· . 70 • 1. '7 ; ; ! J. .i. • ;:~7112. 5 :~: 7 '3 5 :3 ~=! . 5 600. t .. 5 70 . i. 7 c~. ; .i. • 107'3. 4 72!:!7 c 5 4571]:32. 25 :::oo. ?iJ. 1. 1 :~:4t:r37. 5 5·~ 17 2·~. 75 ·~ -· . 70 . i J. • .., i '! ! J. J. • -?7812. 5 ... ':loe:: .•1 ·") .-, c ?o 3..J"T-· .::..J t $ . : }; .i -...~ ... ; .i. • 305.25 5t]::: 12. 5 ?2t]:354. 75 1050. 50. 1 .L • 11 E.CiE .• 25 7::: i',E: 1. 50. 1. C' ,-, ; ._i. t_i l PAGE~ YD~ • 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 • 5010.65 J.O. OR W.O. NO. ( s-~oo. 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NO. ......_ .. lSS"oO. C::.[S 2 3 4 5 6 C:.\p. w r 8 0 10 9 10 too I I 12 '2..00 13 14 ~0 ' 15 16 "3s-o I 7 18 4-ilO 19 /-. 20 4So 21 '.._ -· 22 s;-s-0 23 24 ~0 25 26 "'-0 2"1' 28 ~oo ' 29. 30 '1co ~ 3 I 32 l () 0 0 s-o 33 34 35 36 IOS""'Q ( IO (uo l 37 38 39 40 r 41 \ 42 '---· 43 44 45 46 STONE 8 WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION ft GROUP CALCULATION NO. OPTIONAL TASK CODE ~VD 004 I. NPU I tP..'S E. 1.4 cp.,se... 2.4 0 E.P\1-\ STA w t>E?n\ ~ 0 /0 1"2. 4S 4-s-l'l' S' -z s-o "2-s:" ~.~ 1'2--~ )1:) 12. r ~~ .;-'3-o 10,~ Z.'t 0 1 '2.. 5"" lo, $'" ~'2..0 2.~ ' j"o IC 4.$'" 4-oo It, f' \ l 4~o g. 5"" t( ~0 ~. r- I 1oo S'o "3 1.~ I c;-~ t. • I I.O • I / PAGE _li ~~ .. .. / --.. i \. 2 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 STONE 8. WEBSTER ENGINEEHINu I.,;Ut'O'"UI"(AIIUI'I CALCULATION SHEET &5010.65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. 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MAT'l MHIRATE / F\LL M ~\EQ I~ l L UP~TRs= AM CoffE-R D~tv\ -· / \N C\< F \ Ll. G17Z ~ -c:>-~ I I ill ~ II ~lf'l II Ill ~ II !bill IllS" SELEeT f\L\EQ Mf\lEfl.I~L 2.124 c, -o-~ ~ .; 1'1 v lZ 13~ lf I~ [3~ ¥.25 ' fMPt:.:RVl OUC, M~"\E\l.\f\\L 354_9 -1>-~ I .I 18 ~ IJ~ I !Ill It l3VJ 89 /~ / L !I 15 ~ 0.2 tJ 1/5 ~V) lz ,1 1~2'1 L EsrALA7/0.V /'leOA/1 #110 1..!Ul:.3_ TLJ FleE.SL.A/T £);"/.) / MIO l'l.!!J.c;;--7.'&X / J...:!S -~ IK ~.5 r;...> l/1;:. l1li '"" - / TOTAL D/ LL c r Ct:> .S' T L i' /1 0 .1S't::; ~7 ~l1 li {,. lb-29 L L I .. -·---·---/ "' ~ L ~~ p ----~ / . c-· ----·-:r. .. -----~---------L "'':- / -< ·---·-· 0 --/ q>' -L ..... oQ ---•---·-·-..• . .. -----------/ . --:--. ____ , __ ------/ ~ ··--·~··-----~--L :::: ---... .. •oENOTES CONTRACTED WORk c.~ ( \ ( ') ) I • 101080 ESTIMATE OF CLIENT STATION ===:7:A~l·f-\ S \.Z_f\ {>OWtR. t-\U,\\\(.)QttY BRAOLf.:Y DESCRIPTION OF WORK LP-.\(E:. -------------·----it-::--:--::---:-------1------- 0UANTITIES ev CHECKED ev _ j PRigs evr /. w. ~\n:.R.tvtF\~ _ c.:AT.L_c L c DATE AI'I'IIOVED ·-·· -------- 7 ~ 2.7-S3 UPSll<.E:I:\ ~ COFf: ERD f\M ESTIMATE HO SHEET NO JO. NO '14 t;"oo .D4 ACCOUNT NO. DESCRIPTION QUANTITIES UNIT COST MAT'L IMHIRATE MATERIAl tABOR TOTAl MAN-HOURS I i ~ ~L~ ~ ~: ~ c R:~ t~ 0 ~ M . II -~ ~ 1111111 ~ 1111111111 7: : : : : : ROC\(f-\'-L--'-tt---~""--~-::>~~--+++....J-+-~--+-~-J.L-1'4~~11 T I .. r-· T . J I II .;ELEC\ f:\L1c~ ._,H\'\"~Q\1\l LMf>ER.V\0\AS Mf\TtRff\L --i 1111 v~ -+-4--li-+-t-1-+-t- / ----:::;::1 " ' Ll l I " fi li -I . l ~ ' J L \J/lW-1/-1 IZI/11151 -Til ·t---/'I r 'r TO etee..s£M. ~ ~ r r zz ~~LA:: ~M~:!~ . .. I-£S_rr ~ rt-1--r r ~J9~rJ'J~ ~!kJJ~~ I :.~ I 7iYIAt iM« t: CJ:>ST. ~ ii ~ H, l u t-P l h -1 -t-11------l II _II ~ ~ I n -n 7 ·-~ II 7 : 1--------it-------· -n-~ --11 7 tl':.. :: --H-·-----#--7 ~-f-5 -#--·-----tt-------# -7 . ~~f-0 -~------·· . ·--It-----,.----~ -7 . . '----- ~ ~ 7 .. -' 1-----·-l+---·----------lt------·-----lf----· z I I I II I I I I I t-t--!1-+-t-+H-+- ;J II II II '7 I II I Ill II 1-------tt----------· -----t~--------- 1-----···--·--ll---· . ----------It --------#---,::; ~ JolES ~ACTE[ ,~ 1: • 11010.10 CLIENT ,r--' \ ~ '1 'l /; ·-,, ESTIMATE STATION ALASKJ:\ POWER. 1\lfH\CJ~ \ 1'-/ BRAOlt::.Y LAI.i-~ DESCRIPTION OF WORK t~ ANNE.l. \::'iCAVP.\\lJN ACCOUNT DESCRIPTION QUANTITIES UNIT COST NO. MAT'L MH/RATE L / UN CLA-~SI F I C.O tKCAVPt\\ON zoooo ~y _, ..... ~ L \<Jjtl.( E)( C fl VA\\ (.)_bl loooty 41 ~ L Sea. Ca..Q.... 004. / / z 'E.<>cALAnoA/ C,/'U..., /V1/D /'9~-.:r -r/J P~<:,~r / £>AY #1/LJ /185 -7. B ~ 11-.S -~ z TDii!J.. n1ll',r -r CLJ~7 / / L SAVt ~G-UJs cofF 17o 3~o I /_ tl DJs,_ ,, \\$ 'lJ~~ ./ L t 2S6 l38 / / L L / -------·-f---------z ---------·· .. ~--- / -· . -. r------------------ L •oENOTES CONTRACTED WORK ESTIMATE NO JD NO 15500. 6B QUANTITIES BY CHECKED BY G. E. \\ enh.che.\ DATE AI"PROVED :;,-lEi-B6 MATERIAL LABOR II lA IJ::i VJ ~~ IJ ~ II It! [5liJ l2~ 19 lA It;,., l2 21, I~ 131 z~ "~ I "'· \ / 1 SHEET NO -- OF PRICES BY;. cAT cLC TOTAL MAN-HOURS· II ~ IB ~ ~j::l .2000 J'()J , ... /050 ~~ .'1~ l5 ~ 3DSD I I ~ i2~ 10 -I I 1111 l2W ~ 1: _'1/1/:i/) in ~ 0 - <A- :c: --a C> = ·""'- ~ GJ ---~ 0Jt\