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Grayson Square <br /> Number of Slices: 30 <br /> Factor of Safety Convergence Settings <br /> Maximum Number of Iterations: 100 <br /> Tolerable difference in F of S: 0.001 <br /> Under-Relaxation Criteria <br /> Initial Rate: 1 <br /> Minimum Rate: 0.1 <br /> Rate Reduction Factor: 0.65 <br /> Reduction Frequency (iterations): 50 <br /> Solution Settings <br /> Search Method: Root Finder <br /> Tolerable difference between starting and converged F of S: 3 <br /> Maximum iterations to calculate converged lambda: 20 <br /> Max Absolute Lambda: 2 <br /> Materials <br /> Glacial Till <br /> Slope Stability Material Model: Mohr-Coulomb <br /> Unit Weight: 130 pcf <br /> Effective Cohesion: 250 psf <br /> Effective Friction Angle: 38 ° <br /> Phi-B: 0 ° <br /> Pore Water Pressure <br /> Piezometric Line: <br /> Existing Fill <br /> Slope Stability Material Model: Mohr-Coulomb <br /> Unit Weight: 125 pcf <br /> Effective Cohesion: 0 psf <br /> Effective Friction Angle: 30° <br /> Phi-B: 0 ° <br /> Pore Water Pressure <br /> Piezometric Line: 1 <br /> Slip Surface Entry and Exit <br /> Left Type: Range <br /> Left-Zone Left Coordinate: (4.49429, 450) ft <br /> Left-Zone Right Coordinate: (52, 462.66667) ft <br /> Left-Zone Increment: 8 <br /> Right Type: Range <br /> Right-Zone Left Coordinate: (82.19819, 480.87928)ft <br /> Right-Zone Right Coordinate: (195, 482)ft <br /> Right-Zone Increment: 8 <br /> Radius Increments: 4 <br /> file:///C/.../7829.01/Slope%20W/3.%20Grayson%20Square%20Existing%20Critical%20Slip%20(Static)%20-%20Grayson%20Square.html[8/26/2021 11:46:19 AM] <br />