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II <br /> II <br /> ** PCSTABL6 ** <br /> II <br /> by <br /> Purdue University <br /> Imodified by <br /> Peter J. Bosscher <br /> University of Wisconsin-Madison <br /> I <br /> I <br /> --Slope Stability Analysis-- <br /> , Simplified Janbu, Simplified Bishop <br /> or Spencers Method of Slices <br /> II <br /> ' PROBLEM DESCRIPTION A-A" Proposed Pseudostatic <br /> I <br /> BOUNDARY COORDINATES <br /> I <br /> 6 Top Boundaries <br /> 8 Total Boundaries <br /> 1 Boundary X-Left Y-Left X-Right Y-Right Soil Type <br /> No. (ft) (ft) (ft) (ft) Below Bnd <br /> 1 16.00 20.00 28.00 20.00 1 <br /> II 2 28.00 20.00 138.00 96.00 1 <br /> 3 138.00 96.00 158.00 110.00 2 <br /> 4 158.00 110.00 183.00 110. 00 2 <br /> Is 183.00 <br /> 183.01 110.00 183 .01 118.00 3 <br /> 6 118.00 280.00 118.00 3 <br /> 7 183.00 110.00 280.00 110.00 2 <br /> 8 138.00 96.00 280.00 96.00 1 <br /> I <br /> ISOTROPIC SOIL PARAMETERS <br /> II <br /> 3 Type(s) of Soil <br /> IISoil Total Saturated Cohesion Friction Pore Pressure Piez. <br /> Type Unit Wt. Unit Wt. Intercept Angle Pressure Constant Surface <br /> I <br />