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C~ <br /> <br />• <br />3 <br />2 <br />W <br />v! <br />iC 1 <br />N <br />W <br />d• <br />N <br />C <br />Q <br />W <br />z <br />SAMPLE <br />MOISTURE <br />DRY <br />NORMAL <br /> <br />BORING <br />DEPfM CONTENT <br />$ DENSITY <br />PCF SiAE53 <br />KSF <br />TH-201 4' 14.3 89 1.0 <br />TH-201 4' 14.3 80 2.0 <br />TH-201 4' 14,3 88 4.0 <br /> <br />SAMPLETVPE CALIFORNIA LINER <br />THICKNESS 1 •0 IN DIAMETER 1 .935 IN <br />0 0.1 0.2 <br />HORI20NiAL DISPLACEMENT- INCHES <br />N 0 <br />LL <br />N <br />]L <br />N <br />W <br />H <br />N <br />ll• <br />Q <br />W <br />x <br />H <br />0.3 <br />STRAIN RATE 0.02 IN/MIN <br />1 <br />NORMAL STRESS -KSF <br />SAMPLE DESCRIPTION: C <br />2 3 <br />FUSE. MOIST. BLACK <br />NpgMAI <br />STRESS <br /> <br />KSF PEAR <br />SHEAR <br />STRESS <br />K¢ RESIDUAL <br />SHEAR <br />STRESS <br />KSF <br />1.0 0.798 0.568 <br />2.0 1.366 0.984 <br />4.0 2.918 2.238 <br /> <br />Peak ~ 36° <br />Residual ~ <br />Peak C 0 <br />4 ' Residual C <br />REMARKS: SAMPLES TESTED AT NATURAL MOISTURE CONTENT <br />• <br />JOB NO. 22,478 <br />Direct Shear <br />Test Results FIG. B-2 <br />