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DIRECT SHEAR TEST 7-24-1995 <br /> - Project Data <br /> Project No. : 9551875-01 Date: 07-24-95 Data file: GEOPAC <br /> Client: GUNDLE <br /> Project: GEOPACIFIC LINING <br /> Sample location: <br /> Sample description: BROWN CLAY <br /> Remarks: <br /> Fig No. 1 <br /> ----------------------------------------------------------=-------------------- <br /> Sample No. 3 Data <br /> Type of sample: <br /> Specific Gravity= 2 . 65 LL= PL= PI= <br /> Sample Parameters Before Test At Testing <br /> Side length, in 12 .00 <br /> Height, in 1.50 1.50 <br /> Weight; grams 14 . 5 <br /> Moisture, % 19.0 19.0 <br /> Wet density, pcf 116.1 <br /> Dry density, pcf 97.6 <br /> Saturation, % 72 .4 <br /> Void ratio 0. 695 <br /> -------------------------------------------------------------------------- <br /> Test Data <br /> Deformation dial constant= 0.001 in per input unit <br /> Primary load ring constant= 1. 125 lbs. per input unit <br /> Secondary load ring constant= 0 lbs. per input unit <br /> Crossover reading for secondary load ring= 0 input units <br /> Strain rate, in/min = 0. 040 <br /> Normal Stress= 8640 psf <br /> No. HORIZONTAL Load Load Shear VERTICAL <br /> Dial Def. Dial lbs. Stress Dial Def. <br /> Reading in Units psf Reading in <br /> 0 0. 0 0.000 0. 00 0. 0 0 0.0 0. 0000 <br /> 1 5. 0 0.005 493 .00 554.6 555 0.0 0. 0000 <br /> 2 10. 0 0.010 702. 00 789.8 790 0.0 0. 0000 <br /> 3 15. 0 0.015 853 . 00 959.6 960 0.0 0.0000 <br /> 4 20. 0 0.020 918.00 1032.8 1033 0.0 0.0000 <br /> 5 30. 0 0.030 1209.00 1360. 1 1360 0.0 0.0000 <br /> 6 40. 0 0.040 1358.00 1527.8 1528 0.0 0.0000 <br /> 7 50.0 0.050 1523 .00 1713.4 1713 0.0 0. 0000 <br /> 8 60.0 0.060 1660. 00 1867.5 1868 0.0 0. 0000 <br /> 9 70. 0 0.070 1783 .00 2005.9 2006 0.0 0. 0000 <br /> 80. 0 0.080 1903 .00 2140.9 2141 0.0 0. 0000 <br /> 90. 0 0.090 2003 .00 2253 .4 2253 0.0 0. 0000 <br /> 12 100.0 0.100 2099.00 2361.4 2361 0.0 0. 0000 _ <br /> J & L TESTING CO. , INC. <br />