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1 ' <br />by <br />Purdue University <br />--Slope Stability Analysis-- <br />Simplified Janbu Method of Slices <br />or Simplified Bishop Method <br />1 <br />Run Date: 7/1/03 <br />Time of Run: 23:06 <br />Run By: WJA <br />Input Data Filename: PINGLE3.IN <br />Output Filename: PINGLE3.OUT <br />PROBLEM DESCRIPTION INGLESIDE QUARRY TEMPORARY IipIGHWALL <br />G > ,sD Psi <br />BOUNDARY COORDINATES ~S c "7) 2 <br />3 Top Boundaries <br />3 Total Boundaries <br />Boundary X-Left Y-Left X-Right -Y-Right Soil Type <br />No. (ft) (ft) (ft) (ft) Below Bnd <br />1 .00 50.00 50.00 50.00 1 <br />2 50.00 50.00 55.00 100.00 1 <br />3 55.00 100.00 200.00 100.00 1 <br />ISOTROPIC SOIL PARAMETERS <br />1 Type(s) of Soil <br />Soil Total Saturated Cohesion Friction Pore Pressure Piez. <br />Type Unit Wt. Unit Wt. Intercept Angle Pressure Constant Surface <br />No. (gcf) (pcf) (psf) (deg) Param. (psf) No. <br />1 150:0 150.0 5000.0 .0 .00 .0 0 <br />1 <br />A Critical Failure Surface Searching Method, Using A Random <br />Technique For Generating Circular Surfaces, Has Been Specified. <br />30 Trial Surfaces Have Been Generated. <br />10 Surfaces Initiate From Each Of 3 Points Equally Spaced <br />Along The Ground Surface Between X = 50.00 ft. <br />