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3-NCC.OPT <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 />1 110.0 131.0 150.0 22.00 .000 .0 1 <br />2 110.0 131.0 .0 35.00 .000 .0 1 <br />3 125.0 191.0 100.0 18.00 .000 .0 1 <br />9 125.0 141.0 2000.0 20.00 .000 .0 1 <br />1 Water surface(s) have been specified <br />Unit weight of water = 62.90 (pcf) <br />Water Surface No. 1 specified by 6 coordinate points <br />+++.+++++++++++~++++++++s++>++++++ <br />PHREATIC SURFACE, <br />++a>+++++~aa>...++++++t..+++~+++++ <br />Point x-water y-water <br />No. (ft) (ft) <br />1 200.00 100.00 <br />2 291.00 100.00 <br />3 292.00 103.00 <br />4 292.10 106.00 <br />5 377.40 136.30 <br />6 920.00 137.50 <br />--------------- <br />BOUNDARY LOADS <br />_______________ <br />2 loads} specified <br />Load x-left x-right Intensity Direction <br />No. (ft) (ft) (psf) (deg) <br />1 398.0 399,0 20000.0 .0 <br />2 359.0 355,0 20000.0 .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 />1000 trial surfaces will be generated and analyzed. <br />10 Surfaces initiate from each of 100 points equally spaced <br />along the ground surface between x = 291.0 ft <br />and x = 292.2 ft <br />Page 2 <br />