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Soil <br />Unit <br />No. <br />1 <br />2 <br />3 <br />4 <br />Unit Weight <br />Moist Sat. <br />(pcf) (pcf) <br />114.0 126.0 <br />130.0 137.0 <br />124.0 134.0 <br />124.0 134.0 <br />Cohesion Friction Pore Pressure Water <br />Intercept Angle Parameter Constant Surface <br />(psf) (deg) Ru (psf) No. <br />150.0 28.00 .000 .0 1 <br />.0 37.00 .000 .0 1 <br />.0 14.00 .000 .0 1 <br />500.0 22.00 .000 .0 ~1 <br />1 Water surface(s) have been specified <br />Unit weight of water = 62.40 (pcf) <br />Water Surface No. 1 specified by 4 coordinate points <br />t******#***************#*********• <br />PHREATIC SURFACE, <br />********t#**************1r********* <br />Point x-water y-water <br />No. (ft) (f t) <br />1 .00 35.00 <br />2 94.90 35.00 <br />3 95.00 36.00 <br />4 180.00 36.00 <br />A critical failure surface searching method, using a random <br />technique for generating CIRCULAR surfaces has been specified. <br />600 trial surfaces will be generated and analyzed. <br />12 Surfaces initiate from each of 50 points equally spaced <br />along the ground surface between x 44.0 ft <br />and x 94.0 ft <br />Each surface terminates between x = 125.0 ft <br />and x = 155.0 ft <br />Unless further limitations were imposed, the minimum elevation <br />at which a surface extends is y = .0 ft <br />* * * * * DEFAULT SEGMENT LENGTH SELECTED BY XSTABL * * <br />5.0 ft line segments define each trial failure surface. <br />