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a.o <br />3.0 <br />2.0 <br />W <br />N <br />Y <br />y 1.0 <br />w <br />s <br />N <br />K <br />a <br />w <br />N 0.0 <br />0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 <br />HORIZONTAL DEFORMATION (IN.) <br /> <br /> <br />Sample <br />Boring <br />Depth Moisture <br />Content ( o) Dry <br />Density <br />No. No. (FT) Before After (PCF) <br />1 ~ RB-1 0.00 12.8 24.5 107 <br />2 ~ RB-1 0.00 12.8 20.3 107 <br />3 ~ RB-1 0.00 12.8 19.0 107 <br />4 ~ RB-1 0.00 12.8 18.4 107 <br />LL, %: 36 PI, %: <br />Thickness (in): 1.0 <br />Strain Rate (in/min): <br />17 -200: 48 <br />Diameter (in): 2.87 <br />0.0095 <br />s.o <br />a.o <br />vi2.0 <br />Y <br />N <br />N <br />W <br />z <br />N <br />1' <br />a <br />w <br />y0.0 <br />0.0 2.0 <br />NORMAL STRESS (KSF) <br />29 <br />500 <br />Sample Description: SHALE/SANDSTONE "SPOIL" <br />Sample Type: BULK, REMOLDED TO 90% ASTM D698 <br />arks: PEAK STRENGTH AT 0.2 INCH DEFORMATION <br />Job No. 32,611 <br /> <br /> <br />Sample <br />No. <br />Normal <br />Stress <br />(KSF) Peak <br />Shear <br />Stress <br />(KSF) ~ Residual <br />Shear <br />Stress <br />(KSF) ~ <br />1 0.5 0.8 <br />2 1 1.0 <br />3 2 1.7 <br />4 4 2.7 <br />Peak ~ (DEG): <br />Residual ~ (DEG): <br />Peak C (PSF): <br />Residual C (PSF): <br />Direct Shear Test Results <br />Fig. B-4 <br />4.0 6.0 <br />