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DRAINED SIRENGT`. <br />UNDRAINED STRENGTH PAST EARTNOUAIt£ <br />SMw n <br />NO. <br />MATERIAL <br />UNIT WEIGHT <br />COHESION <br />FRICTION ANGLE <br />� <br />bESd11PiION <br />(pd) <br />(pd) <br />(dog—)1 <br />UNSATURATED COSE TH{ NGS <br />117 <br />0 <br />36 <br />- - <br />2 <br />SATURATED COARSE TAILINGS <br />11B <br />O <br />3a <br />D.$0 COW, Q30 b55 0]4 <br />3 <br />SATURATED FINE TAILINGS <br />1119 <br />0 <br />37 <br />0.35 CIU'. 0.27 DSS p1p <br />4 <br />UPPER FOUNDATION <br />135 <br />0 <br />ZD <br />0.2e 0.27 <br />S <br />LONER FOUNDATION <br />135 <br />500 <br />33 <br />,. <br />e <br />BUTTIUM NL WAIER(TAILINGS) <br />117 <br />p <br />3e <br />_ .. <br />7 <br />CONTAINMENT rt B[Rw <br />135 <br />500 <br />]S <br />94C14i <br />FS-1.1 <br />9`: <br />iFS-1"1 <br />F5=1"1 <br />FS-1.1 <br />g <br />.✓O <br />FS-1.1 <br />F5�11 <br />.2 s, <br />I <br />.I <br />n . <br />L <br />n <br />Be00 <br />z <br />m 88 <br />W <br />8700 <br />97 <br />® <br />R' <br />D 50 100 <br />200 <br />LEGM <br />CRITICAL SHEAR SURFACE <br />SHEAR SURFACE <br />SCALE IN FEET <br />— PHREAiIC SURFACE USED FOR ANALYSIS <br />Ar Ir SM1496 . <br />SECTION 2- STAG}4 BUTIRESS <br />>Wrr�+M• PAS TIDE POST-EARTHOWE <br />STAILLITY ANALYSIS RESULTS <br />ar .WJ 2D1B CRGS7 Et B9D0 ft <br />