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" 4 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 />1 110.0 121.0 447.0 19.0 .00 .0 1 <br />2 150.0 150.0 7500.0 45.0 .00 .0 1 <br />3 150.0 150.0 .0 30.0 .00 .0 1 <br />4 130.0 135.0 .0 35.0 .00 .0 1 <br />l 1 PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED <br />1 <br />Unit Weight of Water = 62.40 <br />Piezometric Surface No <br />Point X-Water <br />No. (ft) <br />1 .00 <br />2 113.50 <br />3 130.00 <br />1 Specified by 3 Coordinate Points <br />Y-Water <br />(ft) <br />100.00 <br />152.00 <br />152.00 <br />A Critical Failure Surface Searching Method, 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 />Along The Ground Surface Between X = 30.00 ft. <br />and X = 75.00 ft. <br />Each Surface Terminates Between X = 95.00 ft. <br />and X = 110.00 ft. <br />Unless Further Limitations Were Imposed, The Minimum Elevation <br />At Which A Surface Extends Is Y =100.00 ft. <br />5.00 ft. Line Segments Define Each Trial Failure Surface. <br />1 <br />Following Are Displayed The Ten Most Critical Of The Trial <br />