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3 Type(s) of Soil <br /> Soil Total Saturated Cohesion Friction Pore Pressure Pies. <br /> Type Unit fit. Unit Wt. Intercept Angle Pressure Constant Surface <br /> No. (pcf) (pcf) (psf) (deg) Param. (psf) No. <br /> 1 110.0 128.0 .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 <br /> 1 PIEZONETRIC SURFACES) HAVE BEEN SPECIFIED <br /> Unit Weight of Water = 62.40 <br /> Piezometric Surface No. 1 Specified by 4 Coordinate Points <br /> Point I-Water Y-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 /> 1 <br /> Searching Routine Will Be Limited To An Area Defined By 3 Boundaries <br /> Of Which The First 3 Boundaries Will Deflect Surfaces Upward <br /> Boundary I-Left Y-Left I-Right Might <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 Horizontal Earthquake Loading Coefficient <br /> Of .087 Has Been Assigned <br /> A Vertical Earthquake Loading Coefficient <br /> Of .087 Has Been Assigned <br /> Cavitation Pressure = .0 psf <br /> 1 <br /> A Critical Failure Surface Searching Nethod, 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 /> 11nen ThA I'rA"RA gnrfana WaAghs T .- tnn nil f+ <br />