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<br /> <br /> <br /> LL <br />i N <br /> Y <br /> 1 <br />N <br /> W <br /> OC <br /> F- <br /> N <br /> d' <br /> Q <br /> W <br /> <br /> N <br /> <br />• <br /> <br /> <br />LL <br />N <br />]L <br />I <br />N <br />W <br />OL <br />N <br />OC <br />Q <br />W <br />x <br />N <br />0.2 0.4 <br />HORIZONTAL DISPLACEMENT-INCHES <br /> <br />SAMPLE <br />MOISTURE <br />DRV <br />NORMAI <br /> <br />BORING <br />DEPM COMEM <br />% DENSDY <br />FK;f STRESS <br />NSF <br /> 16.8 62,4 0.72 <br /> 19.5 60.2 1.44 <br />0 20.2 62.2 2.88 <br /> <br />SAMPLE TYPE UNPROCESSED COAL <br />THICKNESS 1.0 IN DIAMETER 2'S IN <br />STRAIN RATE 0.020 IN(MIN <br />/ ~~ 43° <br />~ 1 2 3 <br />NORMAL STRESS - KSF <br />SAMPLE DESCRIPTION: UNPROCESSED COAL WASTE <br /> <br /> <br />REMARKS: SAMPLE PLACED LOOSE IN SHEAR RING, CONSOLIDATED UNDER NORMAL LOAD <br />AND FLOODED PRIOR TO TESTING, <br />JOB NO. 18,714 <br />NORMAI <br />STRESS <br /> <br />ICSF PEAL <br />SHEAR <br />STRESS <br />NSF RESIDUAL <br />SHEAR <br />STRESS <br />NSF <br />0.72 0.73 0.59 <br />1.44 1.34 1.18 <br />2.88 3.36 2,98 <br /> <br />Peak ~ 43° <br />Residual ~ 39° <br />Peak C ~ <br />4 Residual C 0 <br />Direct Shear <br />Test Results FIG. B-B <br />