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Soil Total Saturated Cohesion Friction Pore Pressure Piez. <br /> Type Unit Wt. Unit Wt. Intercept Angle Pressure Constant Surface <br /> N3. (pcf) (pcf) (psf) (deg) Param. (psf) No. <br /> 1 1'.0.0 128.0 .0 34.0 .00 .0 1 <br /> 2 98.0 114.0 .0 18.0 .00 .0 1 <br /> 3 130.0 140.0 .0 45.0 .00 .0 1 <br /> 1 PIEZOMETRIC SURFACE(S) HAVE BERN SPECIFIED <br /> Unit Weight of Water = 62.40 <br /> Piezometric Surface No. 1 Specified by 4 Coordinate Points <br /> Point X-Water I-Water <br /> No. (ft) (ft) <br /> 1 84.00 584.00 <br /> 2 286.00 620.00 <br /> 3 390.00 628.00 <br /> 4 600.00 630.00 <br /> Searching Routine Will Be Limited To An Area Defined By 3 Boundaries <br /> Of Which The First 3 Boundaries Will Deflect Surfaces Dotard <br /> Boundary X-Left I-Left X-Right I-.night <br /> No. (ft) (ft) (ft) (ft) <br /> 1 84.00 584.00 300.00 598.00 <br /> 2 300.00 598.00 384.00 621.00 <br /> 3 384.00 621.00 600.00 626.00 <br /> A Critical Failure Surface Searching Method, Using A Random <br /> Technique For Generating Circular Surfaces, Has Been Specified. <br /> 100 Trial Surfaces Have Been Generated. <br /> 10 Surfaces Initiate From Each Of 10 Points Equally Spaced <br /> Along The Ground Surface Between X = 100.00 ft. <br /> and X = 130.00 ft. <br /> Each Surface Terminates Between X = 300.00 ft. <br /> and X = 600.00 ft, <br /> Unless Further Limitations Were Imposed, The Minimum Elevation <br /> At Which A Surface Extends Is I =584.00 ft. <br />