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i <br />4.0 <br />i <br />,; <br />;. ;. i. <br />3.0 <br />2.0 ;.. ' ~ . {. <br />i <br />LL <br />y <br />Y ~ '. <br />Wl.o ~ ~ ~ <br />F I: <br />H ~ ~ <br />a <br />H 0.0 ~ ~ ~ ~:. ' ' <br />0 0.1 0.2 0.3 0.4 <br />HORIZONTAL DEFORMATION (IN.) I <br />0 <br /> <br />Sample <br />Boring <br />Depth Moisture <br />Content (°) Dry <br />Density I <br />No. No. (FT) Before After (PCF) ' <br />1 ~ CTP-1 4 5.0 24.2 89 <br />2 ~ CTP-1 4 5.0 21.8 88 <br />3 • CTP-1 4 5.0 19.1 89 <br />4 ~ CTP-1 4 5.0 18.3 87 <br />LL, %: 25 PI, %: 9 -200: 50 <br />Thickness (in): 1.0 Diameter (in): 1.935 <br />Strain Rate (in/min): 0.0063 <br />s.o <br />a.o <br />w2.0 <br />Y <br />N <br />N <br />W <br />N <br />LL' <br />a <br />W <br />y~.~ <br />0.0 2.0 4.0 6.0 <br />NORMAL STRESS (KSF) <br />Sample Description: CLAY, VERY SANDY, DARK BROWN (CL) <br />Sample Type: CALIFORNIA LINER (2-INCH DIAMETER), INTACT <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 0.4 0.4 <br />2 1 0.7 0.8 <br />3 2 1.2 1.4 <br />4 4 2.3 3.1 <br />Peak ~ (DEG): <br />Residual ~ (DEG): <br />Peak C (PSF): <br />Residual C (PSF): <br />28 <br />37 <br />150 <br />350 <br />Direct Shear Test Result <br />Fig. B-1 <br />