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a.o <br />I - <br />3.0 <br />). <br />i <br />I .i. ... ... ...._.. <br />2.0 ~ <br />LL ~... <br />x, <br />i <br />Wl.o <br />N <br />4' I <br />W ... ~~. <br />y0.0 <br />0 0.1 0.2 0.3 0.4 <br />HORIZONTAL DEFORMATION (IN.) <br />0 <br /> <br />Sample <br />Boring <br />Depth Moisture <br />Content (qo) Dry <br />Density <br />No. No. (FT) Before After (PCF) <br />1 ~ CTP~3 9 11.6 27.9 87 <br />2 ~ CTP~3 9 11.6 25.2 88 <br />3 • CTP~3 9 11.6 20.6 93 <br />4 ~ CTP-3 9 11.6 17.0 95 <br />LL, %: 29 PI, %: 10 -200: 78 <br />Thickness (in): 1.0 Diameter (in): 1.935 <br />Strain Rate (in/min): 0.0063 <br />s.o <br />a.a <br />LL <br />Y2.0 <br />N <br />Vl <br />W <br />N <br />a <br />w <br />y0.0 <br />0.0 2.0 <br />NORMAL STRESS (KSF) <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 0.54 <br />2 1 0.78 <br />3 2 1.66 <br />4 4 2.64 <br />Peak ~ (DEG): <br />Residual ~ (DEG): <br />Peak C (PSF): <br />Residual C (PSF): <br />31 <br />250 <br />Sample Description: CLAY, SANDY, BROWN (CL) <br />Sample Type: CALIFORNIA LINER (2-INCH DIAMETER), INTACT <br />arks: <br />Job No. 32,611 <br />Direct Shear Test Results <br />Fig. B~2 <br />4.0 6.0 <br />