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SLOPE/W (3) <br />Critical slip surfaces saved: 1 <br />Optimize Critical Slip Surface Location: No <br />FOS Distribution <br />FOS Calculation Option: Constant <br />Advanced <br />Number of Slices: 30 <br />Optimization Tolerance: 0.01 <br />Minimum Slip Surface Depth: 0.1 ft <br />Optimization Maximum Iterations: 2000 <br />Optimization Convergence Tolerance: 1e-007 <br />Starting Optimization Points: 8 <br />Ending Optimization Points: 16 <br />Complete Passes per Insertion: 1 <br />Driving Side Maximum Convex Angle: 5 ° <br />Resisting Side Maximum Convex Angle: 1 ° <br />Materials <br />Refuse <br />Model: Mohr-Coulomb <br />Unit Weight: 104.2 pcf <br />Unit Wt. Above Water Table: 91.9 pcf <br />Cohesion: 288 psf <br />Phi: 30 ° <br />Phi-B: 0 ° <br />Pore Water Pressure <br />Piezometric Line: 1 <br />Mixed Alluvium/Debris Flow <br />Model: Mohr-Coulomb <br />Unit Weight: 131.3 pcf <br />Unit Wt. Above Water Table: 120.3 pcf <br />Cohesion: 0 psf <br />Phi: 33.9 ° <br />Phi-B: 0 ° <br />Pore Water Pressure <br />Piezometric Line: 1 <br />C®lluvium <br />Model: Mohr-Coulomb <br />Unit Weight: 132.4 pcf <br />Unit Wt. Above Water Table: 122.3 pcf <br />Cohesion: 886 psf <br />file:///Pl/Mpls/06%2000/26/0626100400%20MCC%20P...LRP%20Analysis/FinalReport/sectiona_static.htmI (2 of 5) [9/8/2009 12:55:49 PM]