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i <br />1 <br />;, <br />** PCSTABLS ** <br />by <br />Purdue University <br />--Slope Stability Analysis-- <br />Simplified Janbu, Simplified Bishop <br />or Spencer`s Method of Slices <br />Run Date: <br />Time of Run: <br />Run By: <br />Input Data Filename <br />Output Filename: <br />PROBLEM DESCRIPTION <br />BOUNDARY COORDINATES <br />5/1/96 <br />LAJ <br />B:2LRP30.TXT <br />B:2LRP30.OUT <br />III IIIIIIIIIIIII III <br />sss <br />LOWER REFUSE PILE EXPANSION.RUN2.2/1/96 <br />7 Top Boundaries <br />11 Total Boundaries <br />1 <br />Boundary X-Left Y-Left X-Right Y-Right Soil Type <br />No. (ft) (ft) (ft) (ft) Below Bnd <br />1 .00 110.00 55.00 110.00 1 <br />2 55.00 110.00 70.00 116.00 2 <br />3 70.00 116.00 360.00 258.00 2 <br />4 360.00 258.00 397.00 280.00 2 <br />5 397.00 280.00 425.00 280.00 2 <br />6 425.00 280.00 475.00 300.00 2 <br />7 475.00 300.00 500.00 298.00 2 <br />8 55.00 110.00 65.00 108.00 1 <br />9 65.00 108.00 75.00 110.00 1 <br />10 75.00 110.00 215.00 170.00 1 <br />11 215.00 170.00 500.00 190.00 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) (psf) (deg) Param. (psf) No. <br />1 80.0 90.0 288.0 30.0 .00 .0 1 <br />