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DIRECT SHEAR TEST 7-24-1995 =------------------------- Project - ---_-__---- -------- -- Project Data ?roject No. : 95S1875-01 Date: 07-24-95 Data file: GEOPAC :tient: GUNDLE 'roject: GEOPACIFIC LINING ample location: ample description: BROWN CLAY remarks: Fig No. 1 •------------------------------------------------------------------------------ Sample No. 3 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, 1 72.4 Void ratio 0.695 ------------------------------- ---------------------------------- Test Data eformation dial constant= 0. 001 in per input unit rimary load ring constant= 1. 125 lbs. per input unit econdary load ring constant= 0 lbs. per input unit rossover reading for secondary load ring= 0 input units train rate, in/min = 0. 040 ormal Stress= 8640 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. 005 493 . 00 554 . 6 555 0. 0 0. 0000 2 10 . 0 0. 010 702 . 00 789 .8 790 0. 0 0. 0000 3 15 . 0 0. 015 853 . 00 959 . 6 960 0.0 0. 0000 4 20. 0 0. 020 918 . 00 1032.8 1033 0. 0 0. 0000 5 30. 0 0.030 1209 . 00 1360. 1 1360 0.0 0. 0000 6 40. 0 0. 040 1358 . 00 1527. 8 1528 0. 0 0. 0000 7 50. 0 0.050 1523 . 00 1713 .4 1713 0.0 0.0000 8 60. 0 0.060 1660. 00 1867.5 1868 0.0 0. 0000 9 70. 0 0.070 1783 .00 2005.9 2006 0.0 0. 0000 80. 0 0.080 1903 . 00 2140.9 2141 0.0 0. 0000 90. 0 0.090 2003 . 00 2253 .4 2253 0.0 0. 0000 L* 100 . 0 0. 100 2099 . 00 2361.4 2361 0. 0 0. 0000 J & L TESTING CO. , INC.