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<br />• <br /> <br />3 <br />2 <br />LL <br />N <br />Y 1 <br />1 <br />N <br />W <br />r <br />N <br />K <br />Q <br />W <br />S <br />N <br />0 <br />. ___V\ _ I _ _ I ._I <br />0 <br />sAMVLE <br />MOISNRE <br />DRY <br />NORMAL <br /> <br />BORING <br />DFPIN CONTENT <br />Y' DENSITY <br />PCF STRESS <br />KSF <br />TH-202 11' S.9 100 1.0 <br />TH-202 11' S.9 100 2.0 <br />TH-202 11' S.9 97 4.0 <br /> <br />SAMPLE TYPE CALIFORNIA LINER <br />THICKNESS 1.0 IN DIAMETER 1.935 IN <br />STRAIN RATE 0.02 IN/MIN <br />HORIZONTAL DISPLACEMENT- INCHES <br />LL <br />N <br />Y <br />I <br />N <br />C <br />Q <br />x <br />H <br />NORMAL <br />STRESS <br /> <br />KSF PEAK <br />SNFAR <br />STRESS <br />I(SF RESIDUAL <br />SMFAR <br />STRESS <br />ILSf <br />1.0 0.646 0.416 <br />2.0 1.631 - <br />4.0 2.840 1.631 <br /> <br />Peak ~ 33° <br />Residual ~ <br />-- Peak C zoo PSF <br />1 2 3 4' Residual C <br />NORMAL STRESS -KSF <br />SAMPLE DESCRIPTION: COAL REFUSE MOIST. EfLACK <br />REMARKS: SaMPI Fc TFCTi=n AT NATURAL MOISTL.RE CONTENT <br />JOB NO. 22.478 <br />Direct Shear <br />Test Results FIG. B-3 <br />