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<br /> <br /> <br /> <br /> <br />~ • <br /> <br /> <br />r <br />C~~ <br />4 <br />3 <br />N <br />Y 2 <br />N <br />h <br />W <br />OY <br />H 1 <br />Q <br />w <br />2 <br />N <br />SAMPLE <br /> M0151VRE DRY NORMAI <br /> COMENi DENSffY STRESS <br />PORING DEPfN $ PCF KSF <br />0 <br /> 8.8 82.0 <br /> <br /> 8.8 82.0 <br /> <br /> 8.8 82.0 <br /> <br />SAMPLE TYPE PRDCESSED COAL WASTE <br />THICKNESS 1 ' 0 IN DIAMETER 2' S IN <br />STRAIN RATE 0.020 IN/MIN <br />0.2 0.4 <br />HORIZONTAL DISPLACEMENT- INCHES <br />4 <br />3 <br />LL <br />Y <br />I 2 <br />w / <br />~ ~ 51° <br />N 1 / <br />_ ~ <br />h <br />1 2 <br />NORMAL STRESS - KSF <br />SAMPLE DESCRIPTION: PROCESSED COAL WASTE <br />~ REMARKS: SAMPLE TESTED AT 87% DF MAXIMUM STANDARD PROCTOR DENSITY, 0.7X BELOW <br />• OPTIMUM <br />• <br />JOB N0. 18,714 <br />NORMAL <br />STRESS <br /> <br />KSF PEAK <br />SNEAR <br />STRESS <br />KSF RESIDDAL <br />SMEAq <br />STRESS <br />NSF <br />0.72 1.20 1.16 <br />1.44 1.90 1.70 <br />2.88 3.61 3.25 <br /> <br />Peak ~ 51° <br />Residual ~ 46° <br />Peak C ~ <br />Residual C ~ <br />Direct Shear <br />Test Results FIG. B-7 <br />