Laserfiche WebLink
n <br />Slide Analysis Information <br />Document Name <br />File Name: 1-1' YA.sli <br />Proiect Settinas <br />Project Title: SLIDE - An Interactive Slope Stability Program <br />Failure Direction: Right to Left <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 />GLE/Morgenstern-Price with interslice force function: Half Sine <br />Number of slices: 25 <br />Tolerance: 0.005 <br />Maximum number of iterations: 500 <br />Surface Options <br />Surface Type: Non -Circular Block Search <br />Number of Surfaces: 10000 <br />Pseudo -Random Surfaces: Enabled <br />Convex Surfaces Only: Disabled <br />Left Projection Angle (Start Angle): 135 <br />Left Projection Angle (End Angle): 180 <br />Right Projection Angle (Start Angle): 40 <br />Right Projection Angle (End Angle): 60 <br />Minimum Elevation: Not Defined <br />Minimum Depth: Not Defined <br />Loading <br />Seismic Load Coefficient (Horizontal): 0.112 <br />Material Properties <br />Material: Waste <br />Strength Type: Shear Normal function <br />Unit Weight: 80 Ib/ft3 <br />Water Surface: None <br />Material: Base Liner <br />