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- DIRECT SHEAR TEST 7-24-1995 �__-------__--- -_- -------- --------------- --_------ - Project Data Project No. : 95S1875-01 Date: 07-24-95 Data file: GEOPAC Client: GUNDLE Project: GEOPACIFIC LINING Sample location: Sample description: BROWN CLAY Remarks: Fig No. 1 ------------------------------------------------------------------------------- Sample No. 2 Data Type of sample: Specific Gravity= 2. 65 LL= PL= PI= Sample Parameters Before Test At Testing Side length, in 12 . 00 Height, in 1.50 1.50 Weight, grams 14.5 Moisture, % 19.0 19. 0 Wet density, pcf 116.1 Dry density, pcf 97. 6 Saturation, 72.4 Void ratio 0. 695 ------------------------------------------------------------------------------- Test Data - Deformation dial constant= 0. 001 in per input unit Primary load ring constant= 1 lbs. per input unit Secondary load ring constant= 0 lbs. per input unit Crossover reading for secondary load ring= 0 input units Strain rate, in/min = 0. 040 Normal Stress= 5760 psf No. HORIZONTAL Load Load Shear VERTICAL Dial Def. Dial lbs. Stress Dial Def. Reading in Units psf Reading in 0 0.0 0.000 0. 00 0.0 0 0. 0 0. 0000 1 5.0 0.005 277. 00 277.0 277 0.0 0. 0000 2 10.0 0.010 462. 00 462.0 462 0.0 0. 0000 3 15.0 0.015 623 . 00 623 . 0 623 0. 0 0.0000 4 20. 0 0.020 708 . 00 708.0 708 0. 0 0..0000 5 30.0 0.030 872 . 00 872.0 872 0.0 0.0000 6 40.0 0.040 1003 . 00 1003 . 0 1003 0. 0 0.0000 7 50.0 0.050 1136. 00 1136.0 1136 0.0 0.0000 8 60.0 0.060 1270.00 1270. 0 1270 0. 0 0.0000 9 70.0 0.070 1332.00 1332.0 1332 0.0 0.0000 80.0 0.080 1413 .00 1413. 0 1413 0.0 0.0000 90. 0 0.090 1501.00 1501.0 1501 0. 0 0.0000 12 100.0 0.100 1576. 00 1576. 0 1576 0.0 0.0000 ----- J & L TESTING CO. , INC.