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3 Type(s) of Soil <br />Soil Total Saturated Cohesion Friction Pore Pressure Piez. <br />' <br />Type Unit Wt. Unit Wt. Intercept Angle Pressure Constant Surface <br />No. (pcf) (pcf) (psf) (deg) Param. (psf) No. <br />' 1 110.0 121.0 110.0 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 />'1 <br />' 1 PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED <br />Unit Weight of Wader = 62.40 <br />' Piezometric Surface No. 1 Specified by 3 Coordinate Points <br /> Point X-Water Y-Water <br />' No. (ft) (ft) <br /> 1 36.00 100.00 <br />' 2 137.00 154.00 <br /> 3 160.00 154.00 <br />1 <br />1 <br />A Critical <br />Failure Surfa <br />ce Searching Method, <br />Using A <br />Random <br />t Technique For Generating Circular Surfaces, H as Been Specified. <br /> 100 Trial Surfaces Have Been Generated. <br />1 <br /> 10 Surfac es Initiate Fr om Each Of 10 Points Equally Spaced <br /> Along The Ground Surface Between X = 50.00 ft. <br /> and X = 95.00 ft. <br />' Each Surfa ce Terminates Between X = 105.00 ft. <br /> and X = 135.00 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 />' Following Are Displayed The Ten Most Critical Of The Trial <br />Failure Surfaces Examined. They Are Ordered - Most Critical <br />First. <br />