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<br />• <br /> <br /> <br /> <br />• . <br /> <br />I~ <br />4 <br />3 <br />w <br />E/L <br />][ <br />I 2 <br />N <br />W <br />DC <br />1-- <br />'~ 1 <br />a <br />W <br />N <br />4 <br />3 <br />w <br />N <br />]C <br />I 2 <br />N <br />u1 1 <br />d' <br />Q <br />W <br />N <br />0.2 0.4 <br />HORIZONTAL DISPLACEMENT-INCHES <br /> <br />SAMPIE <br />MOISNRE <br />DRY <br />NORMAL <br /> <br />BORING <br />DEPM COMEM <br />Y DENSNY <br />PCE SDtE55 <br />NSF <br /> 11.3 84,8 <br /> 11.3 84;8 <br />Q 11.3 84.8 <br /> <br />SAMPLE TYPE PROCESSED COAL WASTE <br />THICKNESS 1 • 0 IN DIAMETER 2.5 IN <br />STRAIN RATE 0.020 IN/MIN <br />0 = 53° <br />NORMAL <br />SfgESS <br /> <br />KS~ PEAK <br />SN EAq <br />57RF55 <br />NSF RESIDUAL <br />SHEAR <br />SDtE55 <br />NSF <br />0.72 1.16 1.02 <br />1.44 2.09 2.05 <br />2.88 3.86 3.38 <br /> <br />Peak ~ 53° <br />Residual ~ 50' <br />Peak C ~ <br />• 1 2 3 <br />NORMAL STRESS - KSF <br />SAMPLE DESCRIPTION: PROCESSF~ COAL WASTE <br />I• <br />• <br />4 Residual C ~ <br />REMARKS: SAMPLE TESTED AT 90X OF MAXIMUM STAImARp PROC70R DENSITY, 1.BX ABOVE <br />OPTIMUM MOISTURE <br />Direct Shear <br />JOB ND. 18,714 Test Results FIG. B-6 <br />