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Lambda 11: 1 <br />PWP Conditions Source: Piezometric Line <br />Apply Phreatic Correction: No <br />Use Staged Rapid Drawdown: No <br />Slip Surface <br />Direction of movement: Left to Right <br />Use Passive Mode: No <br />Slip Surface Option: Entry and Exit <br />Critical slip surfaces saved: 1 <br />Optimize Critical Slip Surface Location: No <br />Tension Crack <br />Tension Crack Option: (none) <br />F of S Distribution <br />F of S Calculation Option: Constant <br />Advanced <br />Number of Slices: 30 <br />F of S Tolerance: 0.001 <br />Minimum Slip Surface Depth: 0.1 ft <br />Optimization Maximum Iterations: 2,000 <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 />Sand & Gravel <br />Model: Mohr - Coulomb <br />Unit Weight: 130 pcf <br />Cohesion': 0 psf <br />Phi': 35 ° <br />Phi -B: 0 ° <br />Pore Water Pressure <br />Piezometric Line: 1 <br />Embankment <br />Model: Mohr - Coulomb <br />Unit Weight: 115 pcf <br />Cohesion': 50 psf <br />Phi': 24 <br />Phi -B: 0 ° <br />Pore Water Pressure <br />Piezometric Line: 1 <br />Page 2 of 33 <br />