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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, 1 19 . 0 19. 0 Wet density, pcf 116. 1 Dry density, pcf 97 . 6 Saturation, t 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 Kormal Stress= 5760 psf No. HORIZONTAL Load Load Shear VERTICAL Dial Def. Dial lbs. Stress Dial Def. Reading in Units psf Reading in O 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 0 100. 0 0. 100 1576 . 00 1576. 0 1576 0. 0 0 . 0000 J & L TESTING CO. , INC.