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ao~s <br />ISOTROPIC Soil Parameters <br />3 type(s) of soil <br />Soil Unit Weigh[ Cohesion Friction Pore Pressure Water <br />Unit Moist Sat. Intercept Angle Parameter Constant Surface <br />No. (pcf) (pcQ (pst) (deg) Ru (psf) No. <br />1 50.0 50.0 .0 33.0 .000 .0 1 <br />2 120.0 120.0 1000.0 30.0 .000 .0 1 <br />3 140.0 140.0 2000.0 40.0 .000 .0 1 <br />1 Water surface(s) have been specified <br />Unit weigh[ of water = 62.40 (pct) <br />Water Surface No. 1 specified by 3 coordinate points <br />PHREATIC SURFACE, <br />Point x-water y-water <br />No. (k) (k) <br />1 .00 6280.00 <br />2 400.00 6255.00 <br />3 600.00 6250.00 <br />A critical failure surface searching method, using a random <br />technique for generating CIRCULAR surfaces has been speaFed. <br />25 trial surfaces will be generated and analyzed. <br />5 Surfaces initiate from each of 5 points equally spaced <br />along the ground surface between x = 390.00 k <br />and x =400.00 k <br />Each surface terminates between x = 90.00 k <br />and x = 120.00 k <br />Unless further limitations were imposed, [he minimum elevation <br />at which a surface extends is y = .00 k <br />20.00 k line segments define each trial failure surface. <br />