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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 />Structural Fill <br />Model: Mohr -Coulomb <br />Unit Weight: 125 pcf <br />Cohesion: 0 psf <br />Phi: 34 ° <br />Phi-B: 0 ° <br />Native Till <br />Model: Mohr -Coulomb <br />Unit Weight: 125 pcf <br />Cohesion: 200 psf <br />Phi: 38 ° <br />Phi-B: 0 ° <br />Quarry Spalls <br />Model: Mohr -Coulomb <br />Unit Weight: 130 pcf <br />Cohesion: 0 psf <br />Phi: 45 ° <br />Phi-B: 0 ° <br />Slip Surface Entry and Exit <br />Left Projection: Range <br />Left -Zone Left Coordinate: (145, 113,69863) ft <br />Left -Zone Right Coordinate: (170, 118.83561) ft <br />Left -Zone Increment: 4 <br />Right Projection: Range <br />Right -Zone Left Coordinate: (325.19833, 179.15511) ft <br />Right -Zone Right Coordinate: (345.19741, 179.01907) ft <br />Right -Zone Increment: 4 <br />