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1 <br />** PCSTABL5 ** <br />by <br />Purdue University <br />--Slope Stability Analysis-- <br />Simplified Janbu, Simplified Bishop <br />or Spencer`s Method of Slices <br />Run Date: 12/3/93 <br />Time of Run: 15:45 <br />Run By: LAJ <br />Input Data Filename: A:EE-UF.TXT <br />Output Filename: C:EE-UF.OUT <br />PROBLEM DESCRIPTION PROFILE E:E WITH OVERLOADING <br />BOUNDARY COORDINATES <br />iii iiiiiiiiniiiiii <br />sss <br />8 Top Boundaries <br />10 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 .00 105.00 130.00 147.00 1 <br />2 130.00 147.00 180.00 150.00 1 <br />3 180.00 150.00 217.00 171.00 1 <br />4 217.00 171.00 370.00 230.00 2 <br />5 370.00 230.00 405.00 235.00 2 <br />6 405.00 235.00 415.00 235.00 1 <br />7 415.00 235.00 640.00 325.00 1 <br />8 640.00 325.00, 693.00 330.00 1 <br />9 217.00 171.00 332.00 205.00 1 <br />10 332.00 205.00 405.00 235.00 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 />1 130.0 135.0 447.0 19.0 .00 .0 1 <br />2 130.0 135.0 2000.0 .0 .00 .0 1 <br />