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Analysis of Finished Mine Slope at Kirby-Dersham Pit <br /> Typical Section <br /> DRMS parartreters <br /> Factor of Safety 1.830 <br /> AllwAal Depowts stuffy Wall salakli" <br /> Unit M.Above Water Table.130 pr.( Unit Wt.Above Water Table;i10 pcf <br /> Unit Weight 137 pcf Unit Weight:122 pcf <br /> Phi:35' Phi:I, <br /> Cohesions 0 PSI` m Coheslon:0 Tisf <br /> Overburden Peak Strength Bedrock <br /> Unit Wt,Above Water Table 114 pcf r. 4 Unit Wt Abolve Water Table 12 pcf <br /> Unit weiqbC 126 Pr F Unit Weight:134 pcf <br /> Pit{:23 pill,28 <br /> Cohesimm 100 psi o Cohesion;100 psi <br /> Mud Lens Weathered Bedrock <br /> Unit Wt.Above Water Table 114 pcf <br /> Unit Weight:126 prJ Unit Wt.Above Water Tablil,124 pet <br /> Phi:28' Unit Weight:134 pcf <br /> Cohesion 50 psf Ph", 14 x <br /> Conesion,0 psf <br /> 44 W,� <br /> A a''Sa fluvr I nd Geis ter' 4 <br /> 4 VVI <br /> 4 111W <br /> 4 Ott, <br /> RS <br /> 9r,-- <br /> 49,43 <br /> av, <br /> A.1 <br /> AM im 440 .120 -110 .,QG -w -m -60 -V X .40 to 20 <br /> Distance(ft) <br />