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II <br /> I <br /> 11 ** PCSTABL6 ** <br /> by <br /> Purdue University <br /> 11 modified by <br /> Peter J. Bosscher <br /> University of Wisconsin-Madison <br /> II <br /> --Slope Stability Analysis-- <br /> Simplified Janbu, Simplified Bishop <br /> IIor Spencers Method of Slices <br /> IIPROBLEM DESCRIPTION A-A" Proposed Static - No Cohesion <br /> BOUNDARY COORDINATES <br /> II6 Top Boundaries <br /> 8 Total Boundaries <br /> Boundary X-Left Y-Left X-Right Y-Right Soil Type <br /> No. (ft) (ft) (ft) (ft) Below Bnd <br /> 1 18.00 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 /> II 5 163.00 110.00 183.01 118.00 3 <br /> 6 183.01 116.04 280.00 118.00 3 <br /> 7 183.00 110.00 280.00 110. 00 2 <br /> II 8 138.00 96.00 280.00 96. 00 1 <br /> ISOTROPIC SOIL PARAMETERS <br /> 11 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 /> 1 No. (pcf) (pcf) (psf) (deg) Param. (psf) No. <br /> 1 110.0 110.0 0.0 36.0 0.00 0.0 0 <br /> 2 125.0 125.0 0.0 38.0 0.00 0.0 0 <br /> I3 125.0 125.0 0.0 32.0 0.00 0.0 0 <br /> Searching Routine Will Be Limited To An Area Defined By 2 Boundaries <br /> IIOf Which The First 0 Boundaries Will Deflect Surfaces Upward <br /> Boundary X-Left Y-Left X-Right Y-Right <br /> I No. (ft) (ft) (ft) (ft) <br /> 1 183.00 110.00 191.00 110.00 <br /> 2 191.00 110.00 191.00 118 .00 <br /> 1 <br /> II 1 <br />