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~~ <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: 9/13/95 <br />Time of Run: <br />Run By: LAJ <br />Input Data Filename: A:DDCSF.TXT <br />Output Filename: C:DDCSF.OUT <br />III IIIIIIIIIIIII III <br />sss <br />PROBLEM DESCRIPTION DD.Cl-CONVEYOR SLOPE FAILURE.9/15/95 <br />BOUNDARY COORDINATES <br />9 Top Boundaries <br />14 Total Boundaries <br />J <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 .00 106.00 8.00 110.00 1 <br />2 8.00 110.00 14.00 113.00 1 <br />3 14.00 113.00 35.00 118.00 1 <br />4 35.00 118.00 45.00 123.00 1 <br />5 45.00 123.00 68.00 131.00 1 <br />6 68.00 131.00 69.00 136.00 3 <br />7 69.00 136.00 74.00 139.00 3 <br />8 74.00 139.00 82.00 144.00 1 <br />9 82.00 144.00 90.00 145.00 1 <br />10 68.00 131.00 68.00 128.00 1 <br />11 68.00 128.00 74.00 128.00 1 <br />12 74.00 128.00 74.00 139.00 1 <br />13 60.00 100.00 61.00 114.00 2 <br />14 61.00 114.00 90.00 115.00 2 <br />ISOTROPIC SOIL PARAMETERS <br />3 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 />