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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 />t 1 PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED <br /> Unit Weight of Water = 62.40 <br />1 Piezometric Surface No. 1 Specified by 3 Coordinate Points <br />' Point X-Water Y-Water <br /> No. (ft) (ft) <br />t 1 .00 98.00 <br /> 2 90.00 136.00 <br /> 3 110.00 136.00 <br /> <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 = 20.00 ft. <br /> and X = 60.00 ft. <br />' <br /> Each Surface Terminates Between X = 70.00 ft. <br /> and X = 95.00 ft. <br />1 <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 />Failure Surfaces Examined. They Are Ordered - Most Critical <br />1 <br />