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Slide Analysis Information <br />Document Name <br />File Name: Block.sli <br />Project Settinos <br />Project Title: Cresson Sec A -Block Pseudostatic Closure <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 Oations <br />Surface Type: Non-Circular Block Search <br />Number of Surfaces: 5000 <br />Pseudo-Random Surfaces: Enabled <br />Convex Surfaces Only: Disabled <br />Left Projection Angle (Start Angle): 105 <br />Left Projection Angle (End Angle): 140 <br />Right Projection Angle (Start Angle): 45 <br />Right Projection Angle (End Angle): -10 <br />Minimum Elevation: Not Defined <br />Minimum Depth: Not Defined <br />Loadin~t <br />Seismic Load Coefficient (Horizontal): 0.08 <br />Material Proaerties <br />Material: Overburden <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 />