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-~ <br />n <br />a <br />e <br />.~ <br />a <br />U <br />t <br />1 N <br />1 <br />h <br />Q <br />' ~ ~ <br />N <br />W <br />0 <br />1 ~ <br />+• <br />m <br />m <br />ca <br />1 <br /> <br />~1 <br /> <br /> <br /> <br />90.0 <br />60.0 <br />30.0 <br />0 ~ <br />6 <br />120.0 <br />100.0 <br />80.0 <br />60.0 <br />46.0 <br />20.0 <br />0 <br />0 <br />30.6 60.0 90.0 120.0 150.0 180.0 <br />Total Narma] Stress, psi <br />Effective Normal Stress, psi - - - <br />5 10 1S 20 <br />Axial Strain,/. <br />TYPE OF TEST: <br />CU with pore pressures <br />SRMPLE TYPE: Remolded <br />DESCRIPTION: Sandy Silt <br />SRMPLE N0. 1 2 3 <br /> WATER CONTENT, i 35.6 27.3 20.9 <br /> DRY DENSITY, pcf 85.1 96.0 93.7 <br />~ SRTURRTION, i 100.0 100.0 100.0 <br />~, VOID RRTIO 0.943 0.723 0.766 <br />Z <br />H DIAMETER, in 2.86 2.86 2.85 <br /> HEIGHT, in 5.53 4.59 5.05 <br /> WATER CONTENT, '/. 34.7 24.9 25.3 <br />~ DRY DENSITY, pcf 86.2 99.6 99.0 <br />w SATURRTION, i 100.0 100.0 100.0 <br />~ VOID RRTIO 0.919 0.661 0.671 <br />~ <br />a DIAMETER, in 2.86 2.82 2.7B <br /> HEIGHT, In 5.46 4.55 5.03 <br />Strain rate, '/./min 0.003 0.003 0.003 <br />HRCK PRESSURE, psi 39.6 50.6 40.0 <br />CELL PRESSURE, psi 54.6 78.6 99.0 <br />PRILURE STRESS, psi 18.6 20.5 71.7 <br />PORE PRESSURE, psi 46.7 66.5 66.5 <br />ULTIMATE STRESS, psi 18.6 71.7 <br />PORE PRESSURE, psi 96.7 66.5 <br />61 FAILURE, psi 26.5 32.6 99.2 <br />63 FAILURE, psi 7.9 12.1 27.5 <br />CLIENT: Hattle Mt, <br />JECT: San Luis <br />LL= PL= PI= <br />SPECIFIC GRRVITY= 2.75 <br />REMARKS: Failure Criterie: <br />Si Strain <br />'FIG. N0. <br />PLE LOCRTION: Comp. S3, 54, 55, & 58 <br />J. NO.: 14729 DATE: 6/12/95 <br />TRIRXIAL SHERR TEST REPORT <br />STEEPEN RO1~Ri50f1 A)iD KIRSTE?1 (LI_S_ ) IIYC- <br />