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T A B L E 1 <br />(continued) <br />• SLOPE STABILITY/SENSITIVITY ANALYSIS RESULTS <br /> X-000ZD Y-COOi.D it F SPI <br /> SLO?E CO::DITION (Et.) (`t.) (Et.) ( ) <br /> <br /> Section B-B: <br /> 0?°FAT~G\AL COIiDITION: <br /> Eater Surface [.-1 - - - 0.964 -21.87 <br /> 4' in Fill lJ-2 - - - 0.920 -20.65 <br /> S-1 172 244 246 0.864 -26.43 <br /> 5-2 538 262 167 2.994 -21.77 <br /> P.ECLAPfATION CONDITION: <br /> No Fill Removal: <br /> Dry Condition ;:-1 - -~ - :.7.27 -22.54 <br /> [:-2 - - - 0.963 -21.46 <br /> S-1 120 320 330 0.887 -27.98 <br /> S-2 538 262 157 2.993 -21.72 <br /> lJater Surface <br /> 4' in Colluvium r]-1 - - - 1.101 -22.35 <br /> w-2 - -~ - 0.963 -21.~i6 <br />• S-1 <br />S-2 120 <br />538 320 <br />262 330 <br />167 C.837 <br />2.x94 -27.9c"" <br />-21.77 <br /> 50% Fill Removal <br />~ Dry Condition iJ-1 - - - 1.343 -2~~.34 <br /> LJ-2 - - - 1.479 -24.24 <br /> 4:-3 - -~ - 3.20 -9.29 <br /> S-1 1?4 242 237 1.183 -25.76 <br /> S-2 4?, 240 149 3.SSP, -15.01 <br /> S-3 460 392 276 1.795 -30.26 <br />I• <br />l <br />