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DIRECT SHEAR TEST 7-24-1995 <br /> Project Data <br /> Project No. : 95S1875-01 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. 1 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 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= 2880 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 0.005 179. 00 179.0 179 0.0 0. 0000 <br /> 2 10.0 0.010 236.00 236.0 236 0.0 0.0000 <br /> 3 15.0 0.015 442 .00 442.0 442 0.0 0.0000 <br /> 4 20. 0 0.020 663 . 00 663. 0 663 0.0 0. 0000 <br /> 5 30.0 0.030 807. 00 807.0 807 0.0 0. 0000 <br /> 6 40.0 0.040 899. 00 899.0 899 0. 0 0. 0000 <br /> 7 50.0 0.050 968. 00 968.0 968 0.0 0.0000 <br /> 8 60.0 0.060 1036.00 1036..0 1036 0.0 0. 0000 <br /> 9 70.0 0.070 1089.00 1089.0 1089 0.0 0.0000 <br /> 4 80.0 0.080 1131.00 1131.0 1131 0.0 0.0000 <br /> 90.0 0.090 1172.00 1172.0 1172 0.0 0. 0000 <br /> 12 100.0 0.100 1207. 00 1207.0 1207 0.0 0.0000 <br /> J & L TESTING CO. , INC. <br />