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1 <br />E <br />by <br />Purdue University <br />--Slope Stability Analysis-- <br />Simplified Janbu Method of Slices <br />or Simplified Bishop Method <br />Run Date: <br />Time of Run: <br />Run By: <br />Input Data Filename <br />Output Filename: - <br />PROBLEM DESCRIPTION <br />7/1/03 <br />WJA <br />21:59 <br />PINGLEI.IN <br />PINGLEI.OUT <br />INGLESIDE QUARRY ~~M" St~Pe. <br />'` S,~ ' ~-~, cc:S ~~ v.xc...{ 6~ ape.. <br />BOUNDARY COORDINATES <br />~S• = t.b <br />5 Top Boundaries <br />7 Total Boundaries <br />1 <br />1 <br />Boundary X-Left Y-Left X-Right Y-Right Soil Type <br />No. {ft) (ft) (ft) (ft} Below Bnd <br />1 .00 30.00- 8b:00 30.00 1 <br />2 80.00 30.00 295.00 235.00 1 <br />3 295.00 235.00 330.00 248.00 1 <br />4 330.00 24$.00 370.00 248.00 1 <br />5 370.00 248.00 700.00 248.00 2 <br />6 ~ 370.00 248.00 465.00 165.b0 1 <br />7 465.00 165.00 700.00 165.00 1 <br />ISOTROPIC SOIL PARAMETERS <br />2 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. (pcf) (pcf) (gsf} (deg) Param. (psf) No. <br />1 150.0 150.0 .0 30.0 .00 .0 0 <br />2 .0 .0 .D .0 .00 .0 0 <br />A Critical Failure Surface Searching Method, Using A Random <br />Technique For Generating Sliding Block Surfaces, Has Been <br />Specified. <br />