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** PCSTABL6 ** <br /> by <br /> Purdue University <br /> modified by <br /> Peter J. Bosscher <br /> University of Wisconsin-Madison <br /> --Slope Stability Analysis-- <br /> Simplified Janbu,.Simplified Bishop <br /> or Spencer's Method of Slices <br /> PROBLEM DESCRIPTION <br /> BOUNDARY COORDINATES <br /> 5 Top Boundaries <br /> 7 Total Boundaries <br /> Boundary X-Left Y-Left X-Right Y-Right Soil Type <br /> No. (ft) (ft) (11) (ft) Below Bnd <br /> 1 0.00 10.00 10.00 10.00 2 <br /> 2 10.00 10.00 122.00 50.00 2 <br /> 3 122.00 50.00 144.70 65.00 2 <br /> 4 144.70 65.00 190.00 95.00 1 <br /> 5 190.00 95.00 240.00 95.00 1 <br /> 6 144.70 65.00 190.00 77.00 2 <br /> 7 190.00 77.00 240.00 77.00 2 <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 /> 1 107.0 122.0 0.0 30.0 0.00 0.0 0 <br /> 2 120.0 130.0 100.0 38.0 0.00 0.0 0 <br /> 1 PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED <br /> Unit Weight of Water= 62.40 <br />