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<br />• <br />• <br />10 <br />8 <br />6 <br />N <br />x 4 <br />N <br />N <br />W <br />N 2 <br />OG <br />Q <br />t=iT 0 <br />10 <br />8 <br />6 <br />LL <br />N <br />x 4 <br />N <br />N <br />W <br />~ 2 <br />N <br />C <br />Q <br />W <br />x <br />NORMAL <br />STRESS <br /> <br />%SF PEAK <br />SMEAR <br />STRESS <br />NSF RESIDDAE <br />SHEA4 <br />STRESS <br /><Sf <br />5.18 4.54 - <br />7.34 6.24 - <br />9.50 7.77 - <br /> <br />Peak ~ 36 DEGREE <br />Residual ~ - <br />Peak C 0.8 xsF <br />2 4 6 8 l0 12 14 Residual C - <br />NORMAL STRESS - KSF <br />SAMPLEDESCRIPTIO^!: COAL WASTE. BLACK <br />H 0 <br />0.1 0.2 0.3 0.4 0.5 <br />HORIZONTAL DISPLACEMENT- INCHES <br />SAMPLE TYPE REMOLDED <br />THICKNESS 1.0 IN DIAMETER 2.5 IN <br />ST241N RATE 0.02 IN/MIN <br /> <br /> <br /> <br /> <br /> i <br />/~ <br />wAVu <br />MOISNRE <br />DRY <br />NORMAL <br /> <br />BORING <br />DEPfX CONfEM <br />~ DENSrtY <br />PCF STRESS <br />%SF <br />GOB B-1 14.5 65 5.18 <br />GOB B-1 14.5 65 7.34 <br />GOB B-1 14.5 65 9.50 <br /> <br />• REdAARKS: SAMPLE REMOLDED TO APPROXIMATELY 396 COMPACTION <br />JOB N0. 23,705 Direct Shear FIG. 7 <br />Test Results <br />