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Slide Anal sis Information <br />Y <br />Document Name <br />File Name: Quicksection2.sli <br />Project Settings <br />Project Title: Squaw Sec A -Circular Static <br />Failure Direction: Left to Right <br />Units of Measurement: Imperial Units <br />Pore Fluid Unit Weight: 62.4 Ib/ft3 <br />Groundwater Method: Water Surfaces <br />Data Output: Standard <br />Calculate Excess Pore Pressure: Off <br />Allow Ru with Water Surfaces or Grids: Off <br />Random Numbers: Pseudo-random Seed <br />Random Number Seed: 10116 <br />Random Number Generation Method: Park and Miller v.3 <br />Analysis Methods <br />Analysis Methods used: <br />Spencer <br />Number of slices: 25 <br />Tolerance: 0.005 <br />Maximum number of iterations: 50 <br />Surface Options <br />Surface Type: Circular <br />Search Method: Grid Search <br />Radius increment: 10 <br />Composite Surfaces: Disabled <br />Reverse Curvature: Create Tension Crack <br />Minimum Elevation: Not Defined <br />Minimum Depth: Not Defined <br />Material_Properties <br />Material: Foundation <br />Strength Type: Mohr-Coulomb <br />Unit Weight: 120 Ib/ft3 <br />Cohesion: 1 psf <br />Friction Angle: 29 degrees <br />Water Surface: None <br />Material: Cresson Waste Rock <br />Strength Type: Mohr-Coulomb <br />Unit Weight: 115 Ib/ft3 <br />Cohesion: 1 psf <br />Friction Angle: 39 degrees <br />Water Surface: None <br />