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• <br />• <br />~~ <br /> <br /> <br />• • <br /> <br /> <br />REMARKS: SAMPLE TESTED AT 89X OF MAXIMUM STANDARD PROCTOR DENSITY <br />• 1X AEiOVE OPTIMUM MOISTURE CONTENT <br />Direct Shear <br />JOB NO. 18.714 Test Results FIG. B-9 <br />4 <br />3 <br />LL <br />N <br />Y 2 <br />N <br />N <br />W <br />~ 1 <br />N <br />d' <br />Q <br />W <br />2 <br />Ln <br />4 <br />3 <br />LL <br />N <br />Y 2 <br />N <br />W <br />O: <br />N 1 <br />Q <br />x <br />U.L U.4 <br />HORIZOMAL DISPLACEMENT-INCHES <br />C~~ <br />SAMPLE <br /> MOISTURE DRY NORMAL <br /> CONfENi DENSITY STRESS <br />BORING DEPTH ~ HCF NSF <br /> 12.5 75.7 0.72 <br /> <br /> 12.5 75.8 1.44 <br /> 12.5 75.8 2.88 <br /> <br />SAMPLE TYPE UNPROCESSED COAL WASTE <br />THICKNESS 1' D IN DIAMETER 2' S IN <br />STRAIN RATE 0.20 IN/MIN <br />1 2 3 <br />NORMAL STRESS - KSP <br />SAMPLE DESCRIPTION:''- UNPROCESSED COAL WASTE <br />NORMAI <br />STRESS <br /> <br />KSF PEAK <br />SHEAR <br />STRESS <br />KSF RELDVAI <br />SN EAR <br />STRESS <br />KSF <br />0.72 0.95 0.82 <br />1.44 2.00 1.54 <br />2.88 3.41 3.20 <br /> <br />Peak ~ 50° <br />Residual ~ 4B° <br />Peak C D <br />4 Residual C 0 <br />