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DRAINED STRENGTH <br />As'10QM <br />UNDRAINED STRENGTH POST EARTFiOLIAKE <br />it.,, Strnglh <br />H0. <br />MATERIAL <br />UNIT N'EIGtiT <br />COHESION <br />FRICTION ANGLE <br />SoLlp <br />otscRtPaoN <br />(PC*(tb4 <br />(dw—) <br />I <br />UNSATURATED COARSE TNLINCS <br />117 <br />O <br />Sa <br />2 <br />SATURATED COARSE TNUNC5 <br />119 <br />O <br />39 <br />0.50 CIU', 0.70 OSS p,24 <br />3 <br />SATURATED FINE TNUNCS <br />119 <br />0 <br />37 <br />0.35 au', 0.27 DSS0.10 <br />117 <br />4 <br />UPPER F'OUNOATlOH <br />ISS <br />O <br />28 <br />0.20 0-275 <br />LOWERFOUNCYLTI6H <br />133 <br />500 <br />35 <br />_ - <br />6 <br />BUTTRESS MATERIAL (TAILINGS) <br />FS -1.1 <br />FS- 1.4 <br />9 <br />p» n <br />F5.1.1 <br />F5 -i,1 <br />> 5+1.5 9900 <br />zm <br />------ -- R 9900 <br />9 <br />9700 <br />® <br />9 <br />8600 <br />0 SO 100 200 <br />LE M= <br />CRITICAL SHW SURFACE <br />SHEAR SURFACE <br />SCALE IN FEET <br />.....- <br />._._ PHREAic 91RFACE USED FOR ANALYSIS <br />Jo6Na: 6=1494 SECTION 40 - STAGE 1 BUTTRESS <br />P�raM: PAS MDE POST-�EARTHOUAKE <br />STABILITY ANALYSIS RESULTS <br />tar: JAN 2018 CREST EL. SM FT <br />PUT— <br />117 <br />p <br />39 <br />