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Slope Stability <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: 4 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 />a rlak <br />Foundation aterW <br />Model: Shear/Normal Fn. <br />Unit Weight: 127.4 pcf <br />Unit Wt. Above Water Table: 115 pcf <br />Strength Function: Fully-Softened (LL=37%, CF>25%) <br />Phi-B: 0 ° <br />Embankment aterW <br />Model: Shear/Normal Fn. <br />Unit Weight: 125 pcf <br />Unit Wt. Above Water Table: 115 pcf <br />Strength Function: Fully-Softened (LL=37%, CF>25%) <br />Phi-B: 0 ° <br />Compacted Foundation aterW <br />Model: Shear/Normal Fn. <br />Unit Weight: 125 pcf <br />Unit Wt. Above Water Table: 115 pcf <br />Strength Function: Fully-Softened (LL=37%, CF>25%) <br />Phi-B: 0 ° <br />Clay Blanket <br />Model: Shear/Normal Fn. <br />Unit Weight: 125 pcf <br />Unit Wt. Above Water Table: 115 pcf <br />Strength Function: Fully-Softened (LL=37%, CF>25%) <br />file:///PI/Mpls/06%2000/26/06261005%20Pond%20...ed_9-15-09/pond_mb5e_maxpool_static_essa.html (2 of 5) [9/16/2009 3:23:48 PM]