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<br />~~ <br />I , <br /> <br />~1 <br /> <br /> <br /> <br /> <br />~, <br /> <br /> <br />1 <br />ISOTROPIC SOIL PARAMETERS <br />5 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 />1 125.0 135.0 .0 35.0 .00 .0 0 <br />2 105.0 120.0 300.0 30.0 .00 .0 0 <br />3 105.0 120.0 300.0 16.0 .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 />1 672.50 300.00 <br />2 770.00 300.00 <br />3 970.00 312.00 <br />A Horizontal Earthquake Loading Coefficient <br />Of .150 Has Been Assigned <br />A Vertical Earthquake Loading Coefficient <br />Of .000 Has Been Assigned <br />Cavitation Pressure = .0 psf <br /> A Critical Failure Surface Searching Method, Using A Random <br />' 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 = 199.00 ft. <br />and X = 201.00 ft. <br />