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RANK-AEQ.OPT <br />Soil Unit Weight Cohesion Friction Pore Pressure Water <br />Unit Moist Sat. Intercept Angle Parameter Consta nt 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 />3 125.0 141.0 100.0 18.00 .000 .0 1 <br />9 125.0 191.0 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 5 coordinate points <br />PHREATIC SURFACE, <br />Point x-water y-water <br />No. (ft) (ft) <br />1 166.00 100.00 <br />2 187.00 103.00 <br />3 187.10 106.00 <br />9 271.60 134.90 <br />5 388.90 139.90 <br />A horizontal earthquake loading coefficient <br />of .070 has been assigned <br />A vertical earthquake loading coefficient <br />of .000 has been assigned <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 />1 240.0 291.0 20000.0 .0 <br />2 297.0 248.0 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 />Page 2 <br />