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DRAINED STRENGiN <br />ASOQ111 <br />UNDRAINED STRENGTH POST EARTiNOUAKE <br />a.u. stn,oln <br />� <br />YATERLAL <br />UNIT YfElfifi <br />COhIESKIN <br />FTACiION ANGLE <br />OESCRIPIION <br />crcn <br />cwn <br />(409—)s <br />Say/P <br />UNSATURATED COARSE TAILINGS <br />117 <br />D <br />Sa <br />2 <br />SATURATED COARSE TNUNC5 <br />119 <br />9 <br />38 <br />0.50 CN', 0.30 055 L,.24S <br />SATTILIATEO f1NE TNUNGS <br />119 <br />0 <br />37 <br />035 CIU', 0.27 0.55 0.18 <br />UPPER F6uNOAnON <br />115 <br />0 <br />2a <br />0.200.277 <br />LOWER FOUNDATION <br />135 <br />500 <br />ay <br />_ — <br />6 <br />BUTTRESS MATERIAL (TAILINGS) <br />117 <br />0 <br />30 <br />9ODD <br />9000 <br />ism <br />f - .1 <br />89 <br />mot <br />FS -1 I <br />FS -11 <br />F$-1 8900 <br />c n . <br />�, n <br />4� <br />8&S' <br />8BO6 <br />8700 <br />6766 <br />$+ <br />tG;lL <br />E806 <br />D SO IGO 200 <br />LEGM <br />MIAL SHEAR SLWACE <br />SHEAR SURFACE <br />SCALE IN FEET <br />— <br />— PHREATIC SURFACE USED FOR ANALYSE <br />a+W-: 6=1494 SECIION 40 STAGE 4 BUTiRM <br />P pmdIW: PAS uDE POST EARTHQUAKE <br />STABILITY AN1L1'S1S RESULTS <br />IiY JAN 2018 CREST EL am FT <br />