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F"'enan - e Exa ,pie: SSA - BCF = Slope Stability Analysis - Base Circle Faire <br />Assumptions: <br />Fill Mlate'ia' - <br />Loose, sarcy sty oars <br />Cohesion =10 <br />internal fr'ct on ange = 25 <br />Un:t weigr:t = 85 <br />fn S'tu <br />Mate 4 - <br />Dense, sandy slry loam <br />Cohesion = p <br />Interna' trict on angle = 29 <br />Unit weight = 117 <br />A., material wale assumed to be fully saturated. <br />409/0 nat.iral sl pe <br />Slope of F:II 2,5.1 <br />0.5 Acre pad. <br />Galena Output Files <br />