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<br />• <br />0 <br />0 <br />I ~ ~ ~ I I ~ I <br />I I 1 1 I 1 1 I <br />1 1 1 1 -I I I I I I I <br />II I r II +' r <br />I I I I I I I I 1. I <br />I I I 1 1 ~ I I 1 1 1 <br />I I ~ I <br />1 1 1 1 1 1 I I <br />I I I I <br />X 1 1 I I I I <br />I I l i l 1 1 1 <br /> 1 <br />I I I I I 1 1 1 1 I I I <br />I I I I I <br />I I I I I I I 1 <br />I ~ I i , <br />I ~ <br />I I I I I 1 I <br />I I I I I <br />I t 1 1 I I I t ( <br />I <br /> I I I i <br /> II I 11 <br />1 1 1 1 I I 1 I <br />1 1 1 I 1 1 1 1 1 I <br />5 10' 15 2 <br />AXIAL STRAIN (:} <br />1 2 5 <br /> ~ i1DI5TVRE CONTENT, .Z <br /> ~ DRY DENSl7Y, pcf <br /> .DIAHETER. is <br /> ~ <br />e .ftEIGRT. is <br /> <br /> <br /> a <br /> I„ ILOISTVP,E CONTENT. 2 <br /> y DRY DEHSCTY, pcf <br /> F" DIAHETEIL. in <br /> ~ ftEICHT. is <br /> C <br /> 0 EFFECTIVE Lb7ERAL STRESS, Y.uY 0.548 L581 3.L1S <br /> - TEST VALVES AT 1IAX]]IU1 PRINCIPAL STRESS RATIO <br /> BACff PRESSURE, pal ~ 78.0 88.0 78.D <br /> CSLL PRLSSIIRB. pav 00.0 70.0 00.D <br /> 10TAL~ LATERAL STRESS. Yaf ~ - 2.000 4.000 8.00 0 <br /> 70TAL AX[AL STRESS, kef 0.050 7,893 14.} 4 a <br /> DEVIATOR STRESS. Yef L830 5.834 8.631 <br /> ~ <br /> EFPECTIVE AXIAL <br />STRL55, kef 2580 5.414 9.561 <br /> PORE PRESSURE. kef . L4Sd 2.419 4.BE42: <br /> AXIAL STRAIN, 10.02 '16:04 13.5 6 <br /> STRAIN RATE, '~mia. 0.016 0.012 O.DO4 <br />TYPE OP TEST: CD xilh port prnnu.re - LIQUID GIL1T = 90 7. <br />SA3lP LE LOCATION: Teat Hole 0 m 10-20' P1A5TICITY [LAOIS = 22 S <br />• 9Al/PLE DESCRIPTION:, Ramoldnd'O 75: SPD PERCENT PASSING N0. 200 SIEVE = 86 <br />SOIL DESCR]PTIO N: Saady CLAY (CLI KAY CYUiC SPD DRY DENSITY . 11 ZS PCF <br />OPTIHUY 1(OISTURE CONTENT = 15.5 <br />TRLAXIAL COMPRESSION TEST RESULTS <br />.Job Name: Pond 0~0 I Jot [Vo. 95-?: <br />----, <br />4.0 <br />i <br />z.D <br />Y <br />H <br />~! <br />C <br />1 <br />y <br />e <br />w <br />~~v~~~~~ ~// <br />RTF~TYE'ST COL ~RAIDQ _C~NS_U~ TANTIS <br />_ ~~~ <br />Effective Total <br />c = 11.33E ]of c = D.48,5 Iof <br />~ =27.5° ~ = 19v2° <br />0 <br />o z.o 4.D <br />law .a4~r <br />aflnetha •Vnaa ~ -~~ <br />0.0 0.0 <br />nORBAL srstss Itd) <br />10.0 ~ 12.0 14,0 ]0.0 <br />NO. <br />10.D <br />8.0 <br />s <br />y 6.0 <br />:.a <br />n <br />2 4.D <br />m <br />4 <br />2.0 <br />15.4 14.8 10.8 <br />107.2 107.8 107.E <br />2.404 2.402 2.4D4 <br />e.ozs e.oso e_os2 <br />2L1 ~ 10.0 1:.2 <br />ll1.0 118.8 ll7.5 <br />2.970 2..^.94 2.92 0 <br />5.808 5.840. B.BB 9 <br />