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ISOTROPIC SOIL PARAMETERS <br />2 Type(s) of Soil <br />Soil Total Saturated Cohesion Friction Pore Pressure <br />Piez. <br />Type Unit Wt. Unit Wt. Intercept Angle Pressure Constant <br />Surface <br />No. (pcf) (pcf) (psf) (deg) Param. (psf) <br />No. <br />1 <br />1 <br />1 120.0 125.0 .0 38.0 .00 62.4 0 <br />2 135.0 140.0 1788.0 41.0 .00 62.4 0 <br />A Critical Failure Surface Searching Method, Using A Random <br />Technique For Generating Circular Surfaces, Has Been Specified. <br />300 Trial Surfaces Have Been Generated. <br />20 Surfaces Initiate From Each Of 15 Points Equally Spaced <br />Along The Ground Surface Between X = .00 ft. <br />and X = 200.00 ft. <br />Each Surface Terminates Between X = 450.00 ft. <br />and X = 550.00 ft. <br />Unless Further Limitations Were Imposed, The Minimum Elevation <br />At Which A Surface Extends Is Y = 230.00 ft. <br />15.00 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 />Following Are Displayed The Ten Most Critical Of The Trial <br />Failure Surfaces Examined. They Are Ordered - Most Critical <br />First. <br />13 <br />