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STHIAW.OPT <br />4 So il unit(s) spec ified <br />Soil Unit Weight Cohesion Friction Pore Pr essure Water <br />Unit Moist Sat. Intercept Angle Parameter Constant Surface <br />No. (pcf) (pcf) (psf) (deg) Ru (psf) No. <br />1 125.0 141.0 2000.0 20.00 .000 .0 1 <br />2 125.0 141.0 100.0 18.00 .000 .0 1 <br />3 110.0 125.0 .0 35.00 .000 .0 1 <br />4 62.4 62.4 .0 60.00 .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 5 coordinate points <br />PHREATIC SURFACE, <br />Point x-water y-water <br />No. (ft) (ft) <br />1 .00 180.00 <br />2 234.00 180.00 <br />3 377.50 180.00 <br />4 382.50 180.00 <br />5 420.00 180.00 <br />--------------- <br />BOUNDARY LOADS <br />--------------- <br />2 load(s) specified <br />Load x-left x-right Intensity Direction <br />No. (ft) (ft) (psf) (deg) <br />1 245.0 246.0 20000.0 90.0 <br />2 251.0 252.0 20000.0 90.0 <br />NOTE - Intensity is specified as a uniformly distributed <br />force acting on a HORIZONTALLY projected surface. <br />A critical failure surface searching method, using a random <br />technique for generating CIRCULAR surfaces has been specified. <br />2000 trial surfaces will be generated and analyzed. <br />10 Surfaces initiate from each of 200 points equally spaced <br />along the ground surface between x = 234.0 ft <br />Page 2