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1 <br /> <br />'. <br />by <br />Purdue University <br />--Slope Stability Analysis-- <br />Simplified Janbu Method of Slices <br />or Simplified Bishop Method <br />Run Date: 7/1/03 <br />Time of Run: 21:51 <br />Run By: WJA <br />Input Data Filename: PINGLEI.IN <br />Output Filename: PINGI,EI.OUT <br />PROBLEM DESCRIPTION INGLESIDE QUARRY ~ea~ ct.x~a S~ ~P~ <br />BOUNDARY COORDINATES <br />5 Top Boundaries <br />7 Total Boundaries <br />1 <br />Boundary X-Left <br />No. (ft) <br />1 .DO <br />2 80.00 <br />3 295.00 <br />4 330.00 <br />5 370.00 <br />6 370.00 <br />7 465.00 <br />ISOTROPIC SOIL PARAMETERS <br />2 Type{s) of Soil <br /> <br />Y-Left X-Right Y-Right Soil Type <br />(ft) (ft) (ft} Below Bnd <br />30.00 80.00 30.00 1 <br />30.00 295.00 235.00 1 <br />235.00 330.00 248.D0 1 <br />248.00 3'70.00 248:00 1 <br />248.00 700.00 248.00 2 <br />248.00 465.00 165.00 1 <br />165.00 700.00 165.00 1 <br />Soil Total Saturated Cohesion Friction Pore Pressure Piez. <br />Type Unit Wt. Unit Wt. Intercept Angle Pressure Constant Surface <br />No. (pcf) {pcf) (psf) (deg)- Param. {psf) No. <br />1 150.0 150.0 .0 40.0 .00 .0 0 <br />Z .0 .0 .0 .0 .00 .0 0 <br />1 <br />A Critical Failure Surface Searching Method, Using A Random <br />Technique For Generating Sliding Block Surfaces, Has Been <br />Specified. <br />