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J I1 15.0 .41)9`) .Oti .OtO .0 960.6 9`60.6 .0 -!7s <br />3 11 15.0 .0771) .061 .001 .0 150.7 150.7 .0 .1t6 <br />t 11 95.9 .DSO:t .969 911.6 .44.6 .0 .9:0 <br />S 11 65.0 .03750 .O9f .Of6 .0 932.7 972.3 <br />6 It SI.G .04979 .OfF .Off .0 1000.7 1000.3 .0 .867 <br />7 13 6S.0 .0)563 -07C .091 .a 1205.1 1215.1 .0 .950 <br />6 7 75.4 .019`9`9 .12G .119 .4 1401.1 I44<.9 .0 .601 <br />9 I a5.: .06]61 .1)0 .1)0 .0 016.! 09` 9`.7 .0 .)57 <br />10 1 fS.G.I37 .117 .0 t0 s.9` t0T.4 •.3 Its <br />101. .H!t) .113 .115 .0 1111:5 1111.0 .0 .473 <br />�- 12 115.0 .0.6 )S .11f .1 I6 .0 1977 .3 3120.9 .0 .1]0 <br />17 1 175.[.3)7 .0 2304.5 1301.2 .0 .115 <br />Is :ia ' .0)491 .102 .30) .0 )/57.9 1650.6 .0 .♦7) <br />IS <br />1 115.0 .:]/:.' .106 .)Of .0 1766.1 3766.0 .0 .453 <br />-LUIS. IM TIME PK :S <br />LAYER TYPE TIICN:ESS DEPTH MAX STDASN MAX STRESS <br />TIME <br />tt 9`T PRCNT PSt <br />SLY <br />1 lI 10.0 S.0 .00127 9o.S9 <br />7.60 <br />3 31 JC.O 35.0 .0744. 214.74 <br />7.60 <br />3 I3 10.0 2S.O .03943 374.f3 <br />6.)0 <br />a 11 10.0 ]S.0 .02100 507.65 <br />6./t <br />S II 10.0 65.0 .06516 673.9`9` <br />6.11 <br />t I1 10.0 SS.O .07060 704.99 <br />s.te <br />7 11 10.0 65.0 .061 <br />07 704.1 <br />3 <br />6.36 <br />7$.0 .09710 alae <br />6.16 <br />! 1 10.0 t5.0 .11023 977.52 <br />6.10 <br />10 1 10.0 9S.0 .121$9 1030.19 <br />6.14 <br />I1 ] 3G .G 101.0 .00006 I06S .67 <br />6.I: <br />17 1 iG.0 115.4 .00171 1013.96 <br />6.30 <br />:x 1 le .c us.o .ou12 lon.9e <br />6.06 <br />11 1 10.0 175.0 .06136 1240.55 <br />6.14 <br />IS 1 :E C 345.0 .06102 1215.47 <br />6.24' <br />PERSCD • .16 PEOM A:TAA-E SMEAR VELOcI TY • 609. <br />PRE,�VEN:Y AP.PL171=4 <br />SCALETOP P:InT.wc ODIC <br />I DENT: P::ATIC6i - .a 7: fart SGS <br />C. FVTE STRESS Ci. S:PASN HfSTC-RY AT THE TOP OC UYER T <br />SCALE TOE i'✓Y:':NG .lt:t <br />)DEN::TEAT:-r - .a 66 Isar SGS <br />11 <br />1IAEI7M MPLIEICATION • S.07 <br />?OR iREOVENCY <br />• 3.13 C/SEc. <br />PERIOD <br />• •89 SEC. <br />1 ...... OPTION 6 ••• COMPVTE MOTION IN NIX SVOIATERS <br />6ARTMOVAK11 - <br />..r.te0...4r <br />SOIL OCPOSIT - <br />1-1d I.. • I. eO'ro1l. MC E•6.715. <br />r1 <br />IAY ER <br />DEPTH NAA. ACC. <br />TIME <br />ACC. RATIO <br />IN SAVED <br />PT O <br />SEc <br />Own ZONE <br />ACC. RCCORD <br />• WITHIN <br />.0 .]0717 <br />7.11 <br />.000 <br />0 <br />WITHIN <br />10.0 .19901 <br />6.11 <br />000 <br />0 <br />WITHIN <br />20.0 .19603 <br />6.16 <br />.000 <br />0 <br />WITHIN <br />30.0 .17062 <br />6.16 <br />.000 <br />0 <br />WITHIN <br />40.0 .)5964 <br />6.14 <br />-0000 <br />WITHIN <br />$0.0 .15620 <br />7.52 <br />.000 <br />0 <br />WITHIN <br />60.0 .15151 <br />7.50 <br />.000 <br />0 <br />WITHIN <br />70.0 .lstl4 <br />7.40 <br />000 <br />0 <br />WITHIN <br />00.0 .14054 <br />7.40 <br />.000 <br />0 <br />1 ...... OPTION <br />f ••• cOMPVTE MOTION IN NEM SVBIAYERS <br />EARTHQUAKE <br />SOIL DEPOSIT - <br />Pervlr dr70•r.I. 00•.051. MC E•6.l lS.rl <br />LAYERDEPTH <br />NAS. Acc. <br />Tint <br />AK. RATIO <br />TM SAVED <br />tT O <br />Svc <br />OVIST ZONE <br />-ACc. RECORD <br />WITHIN <br />90.0 .1)605 <br />7.44 <br />.000 <br />a' <br />w2THtn <br />100.0 .Is27f <br />7.0 <br />.000 <br />0 <br />WITHIN <br />110.0 .1406) <br />1.47 <br />.000 <br />0 <br />WITHIN <br />120.0 .34411 <br />7.40 <br />.000 <br />0 <br />ISmin <br />170.0 .15602 <br />7.)0 <br />.000 <br />0 <br />WITHIN <br />140.0 .16162 <br />7.)6 <br />.000 <br />0 <br />OVTCR. <br />ISO.0 .19000 <br />7. I1 <br />.000 <br />0 <br />)•••••. OPTION <br />7 ••• COIPVtE STRESS/STRAIN HISTORY <br />COMPOTE STRESS <br />OR STRAIN HISTORY AT THE TOP Ot <br />LAYER S <br />MEM 99• PR. <br />c/SEc <br />1.01 <br />1.76 <br />I.ae <br />1.75 <br />1.44 <br />1.59 <br />7.77 <br />1.7s <br />1.70 <br />MEAN SQ. PA. <br />CIS= <br />7.03 <br />2.52 <br />2.60 <br />2.72 <br />3.09 <br />3.26 <br />).69 <br />