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I <br /> ISOTROPIC SOIL PARAMETERS <br />' <br /> 5 Type(s) of Soil <br />i <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 />' 2 105.0 117.0 350.0 30.0 .00 .0 0 <br /> 3 125.0 135.0 .0 35.0 .00 .0 0 <br /> 4 125.0 135.0 .0 18.0 .00 .0 0 <br />' S 116.0 116.0 300.0 .0 .00 .0 0 <br /> A Horizontal Earthquake Loading Coefficient <br /> Of .000 Has B een Assigned <br />' A Vertical Earthquake Loading Coefficient <br />Of .000 Has Been Assigned <br />' Cavitation Pressure = .o psf <br />1 <br />A Critical Failure Surface Searching Method, Using A Random <br />Technique For Generating Circular Surfaces, Has Been Specified. <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 = 175.00 ft. <br /> and X = 225.00 ft. <br />1 <br /> Each Surface Terminates Between X = 670.00 ft. <br />' and X = 800.00 ft. <br /> Unless Further Limitations Were Imposed, The Minimum Elevation <br /> At Which A Surface Extends Is Y = 50.00 ft. <br />50.00 ft. Line Segments Define Each Trial Failure Surface. <br />Restrictions Have Been Imposed Upon The Angle Of Initiation. <br />The Angle Has Been Restricted Between The Angles Of -30.0 <br />And 20.0 deg. <br />1 <br />Following Are Displayed The Ten Most Critical Of The Trial <br />I <br />