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<br />4.0 <br />y_ <br />2.0 <br />i <br />0 ~_ ... ........... .. •.. <br />0 2.0 4.0 <br />tatLL eu~u <br />i <br />~ <ffM h~ abaa~ ~ •~. <br />I 10.D <br />8.0 <br />6.0 <br />m <br />it <br />J 4.0 <br />i <br />m <br />~ 2.0 <br />coLO~ADo <br />CONSUL TA <br />, ~, <br />~~~ <br />Effective Total , <br />C . D338 kaf c .0.485 ~( <br />p = Z7,5° ~ 0 = 1~2° ' <br />, I I <br />0 <br />0 <br />0.0 e.0 1v.0 ~ 12.0 14.0 1a,0 <br />NORLLL SZYL49 It~f1 <br /> SAMPLE NO, <br /> F 3(OISIURE CONTENT..'G <br /> F DRY DENSITY, pef <br /> DIAMETER, fa <br /> ~ <br />c .AEIGAT, i¢ <br /> <br /> w <br />e <br /> H KOISRURE CONTENT..: <br /> y DRY DENSCPY, pc( <br /> 1" DIAMETER, in <br /> I.~i AEICRT. f¢ <br /> ~. <br /> a <br /> I ~ I I <br />I I 1 1 I I I I I <br />1 1 1 1 I I 1 1 1 1 1 1 <br />1_L! I I I r I <br />I I I I I I I 1 1 1. 1 I <br />I I, I I I ~, I I <br />I I I I <br />Ili t + Ir <br />I I I 1 <br />X 1 1 I I I <br />1 1 t~ l I I I <br /> <br />1, 1 r 1 , I 1 I I <br />I I I I 1 <br />I I I I I I 1 <br />I I I <br />I <br />I 1 <br />, 1 1 I I I 1 1 I <br />I I I I I I <br />I I I I I I I 1 <br /> ~t <br />{ I I 1 <br />I I I I I <br />I I I I l i I.1 I <br />I I I I , I ! I I I I 1 <br /> <br />5 10 15 20 <br />4XIAL STRAIN (7) <br />2L3 lP.o 1T2 <br />ll1.0 115.8 ll7.5 <br />2.97(1 2„^.94 2.92 B <br />5.PB8 5.840 S.BP 9 <br />TEST VALUES Al I(AXI1aUL PRINCIPAL STRESS RATIO <br />HALE PRESSURE, pal 78.0 BB.O 78.0 <br />CELL PRISSDRB. pai 00.0 70.0 00.0 <br />70TAL LATERAL STRESS. Y.if 2.000 4.000 8.000 <br />70TAL AXIAL STRESS. ke[ 0.850 7.893 14.4 4 a <br />DEVIATOR STRESS, k~7 L850 3.80a 8.4a.3 <br />EFF?CTIVE LATERAL STRESS, kaf 0.546 1.581 O.L1S <br />EPPECTIVE AXIAL STRISS. kel 2.9HB 5.414 9.561 <br />PORE PRESSURE. ket L454 2.419 4.862 <br />AX1Al STRAIN. 10.02 '16.84 19.5 6 <br />STRAIN RATE, '/min. 0.018 0.(112 0.004 <br />TYPE OP TEST: CU with pore proeurc L10VI0 LISI[7 = SB 7. <br />•, SdLPLE LOCSTION: Test Hole B ®10-20' PLd571 CITY INDEY 22 <br />9 A11PLE DESCRIPTION: Remolded ~0 95: SPD PERCENT PASSING N0, 200 SIEVE = E6 <br />SOIL DESCRIPTION: Saady CLAY (CL) NAY[YUIi SP- DRY DENSITY = LLZS PCF <br />' OPTIHUM HOISTU RL CONTENT = 15.5 <br />TRIAXIAL COMPRESSION TEST RESULTS <br />1 2 - J <br />is.a la.a 14.a <br />1072 107.8 107.6 <br />2.404 2.402 2_404 <br />0.025 8.050 8.002 <br />.?ob Name: Pond 010 I Jot [Vo. 9S-?3~ <br />