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RESULTS OF STAB] <br />A. WITH RETAININGWALL <br />CASE <br />NO. <br />INPUT DATA <br />GROUND WATER <br />CONDITIONS <br />CIRCLE <br />NO. <br />MINIMUM <br />SAFETY <br />FACTOR <br />DENSITY <br />P C f <br />FRICTION <br />angle <br />COHESION <br />Psf <br />3-10 <br />120 <br />30.5 <br />300 <br />SATURATED <br />3 -10 <br />1.33 <br />3 -11 <br />120 <br />25 <br />100 <br />SATURATED <br />3-11 <br />0.65 <br />3 -12 <br />115 <br />30.5 <br />300 <br />PARTIALLY DRAINED <br />3 -12 <br />2.17 <br />3.13 <br />115 <br />25 <br />100 <br />PA R T I ALLY DRAINE D <br />3 -13 <br />1.28 <br />3 -14 <br />115 <br />30.5 <br />300 <br />FULLY DRAINED <br />3 -14 <br />2.17 <br />3 -15 <br />115 <br />25 <br />100 <br />FULLY DRAINED <br />3 -15 <br />1.28 <br />W <br />W <br />W <br />J <br />W <br />�GKMJ <br />-6500 <br />440 <br />ANALYSES <br />B_WITH 2:1 CUT SLOPE <br />CASE <br />N0. <br />INPUT DATA <br />GROUND WATER <br />CONDITIONS <br />CIRCLE <br />NO. <br />MINIMUM <br />SAFETY <br />FACTOR <br />DENSITY <br />PCf <br />FRICTION <br />angle <br />COHESION <br />Psf <br />3 -20 <br />120 <br />30.5 <br />300 <br />SATURATED <br />3 -20 <br />1.61 <br />3 -21 <br />120 <br />25 <br />100 <br />SATURATED <br />3 -21 <br />0.85 <br />3 -22 <br />115 <br />30.5 <br />300 <br />PARTIALLY DRAINED <br />3 -22 <br />2.21 <br />3 -23 <br />115 <br />25 <br />100 <br />PARTIALLY DRAINED <br />3 -23 <br />1.42 <br />3 -24 <br />115 <br />30.5 <br />300 <br />FULLY DRAINED <br />3 -24 <br />2.68 <br />3 -25 <br />115 <br />25 <br />100 <br />FULLY DRAINED <br />3 -25 <br />1.57 <br />STABILITY ANALYSES -ENTRY No.3 <br />ANALYSES AFTER EXCAVATION <br />HORIZ. a VERT. SCALE: I ° =20' <br />VIII VIII VIII VIII VIII VIII IIII II <br />rOM 6463' - -' <br />islon <br />----- - - ---- - -- --- --- -- -- -- -- - -- - -_— -_ --- --- ._._._! <br />on O Hy ro Meneral <br />z T- I-Y C <br />OApplicafion (Coal only) ❑ Bond O Enforcement ❑Inspection <br />GLU-HYUKU GUNZ)ULI uvU, <br />PLATE 12 <br />