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<br /> ISOTROPIC SOIL PARAMETERS <br /> <br /> 5 Type(s) of Soil <br /> <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 /> 1 125.0 135.0 .0 35.0 .00 .0 0 <br /> 2 105.0 120.0 300.0 30.0 .00 .0 0 <br />' 3 105.0 120.0 475.0 .0 .00 .0 1 <br /> 4 125.0 135.0 .0 35.0 .00 .0 0 <br /> 5 125.0 135.0 .0 18.0 .00 .0 0 <br />1 PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED <br />Unit Weight of Water = 62.40 <br />' Piezometric Surface No. 1 Specified by 3 Coordinate Points <br /> Point X-Water Y-Water <br /> No. (ft) (ft) <br /> <br />, 1 672.50 300.00 <br />' 2 770.00 300.00 <br /> 3 970.00 312.00 <br />t <br /> A Horizontal Earthquake Loading Coefficient <br /> Of .152 Has Been Assigned <br /> A Vertical Earthquake Loading Coefficient <br /> Of .000 Has Been Assigned <br /> Cavitation Pressure = .0 psf <br />~~ <br /> A Critical Failure Surface Searching Method, Using A Random <br />1 Technique For Generating Circular Surfaces, Has Been Specified. <br /> Janbus Empirical Coef. is being used for the case of c & phi both > 0 <br />' 1000 Trial Surfaces Have Been Generated. <br />40 Surfaces Initiate From Each Of 25 Points Equally Spaced <br />Along The Ground Surface Between X = 550.00 ft. <br />and X = 585.00 ft. <br />