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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. 5-0 <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 /> 1 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 /> 100. 0 0. 100 1207 . 00 1207 . 0 1207 0. 0 0 . 0000 <br /> J & L TESTING CO. , INC. <br />