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f~ <br />• <br />10 <br />8 <br />sAMnE <br />MOISNRF <br />DQV <br />NORMAL <br /> <br />IORING <br />DfTi COMFM <br />~ OENSIiY <br />PCF STRESS <br />'AF <br />GOB-Sl - 9.3 87 5.18 <br />GOB-S1 - 9.3 87 7.34 <br />GOB-S1 - 9.3 87 9.50 <br /> <br />6 <br />N <br />]L 4 <br />N <br />N <br />W <br />OC <br />N 2 <br />a' <br />Q <br />W <br />N 0 <br />HORIZOMAL DISPLACEMENT- INCHES <br /> <br />10 <br />8 <br />6 <br />W <br />N <br />I 4 <br />N <br />N <br />W <br />~.' <br />,pis 2 <br />W <br />x <br />~ ~ <br />2 0.'i 0.4 <br />SAMPLE TYPE REMOLDED <br />THICKNESS 1 •O IN DIAMETER 2 •5 IN <br />STRAIN RATE 0 .02 IN/MIN <br /> <br /> <br /> <br /> <br />/~ <br /> <br />0 2 4 6 8 10 12 14 <br />NORMAL STRESS - KSF <br />SAMPLE DESCRIPTIOIV: COAL WASTE, BLACK <br />N rJ <br />NOQMAI <br />STRESi <br /> <br />NSF PEAK <br />SNEAQ <br />STRFSS <br />KSF RESIDUAL <br />SN FAQ <br />SRESS <br />$F <br />5.18 5.43 - <br />7.34 6.70 - <br />9.50 8.08 - <br /> <br />P6ak ~ 33 DEGREE <br />Residual ~ - <br />Peak C 2.o xSF <br />Residual C - <br />REMARKS: SAPlPLE REMOLDED TO APPROXIMATELY 91.59 COMPACTION <br />• <br />,TOB N0. 23,705 Direct Shear FIG. 6 <br />Test Results <br />