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<br /> ISOTROPIC SOIL PARAMETERS <br /> <br /> 5 Type(s) of Soil <br /> <br /> Soil Total Saturated Cohesion Friction Pore Pressure Piez. <br /> Type Unit Wt. <br />No. (pcf) Unit Wt. <br />(pcf) Intercept <br />(psf) Angle <br />(deg) Pressure <br />Param. Constant <br />(psf) Surface <br />No. <br /> 1 125.0 135.0 .0 35.0 .00 .0 0 <br />' 2 105.0 120.0 300.0 30.0 .00 .0 0 <br /> 3 105.0 120.0 475.0 .0 .00 .0 1 <br /> 4 125.0 135.0 .0 35.0 .00 .0 0 <br /> S 125.0 135.0 .0 18.0 .00 .0 0 <br />' 1 PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED <br />' Unit Weight of Water = 62.40 <br />Piezometric Surface No. 1 Specified by 3 Coordinate Points <br />' Point X-Water Y-Water <br />No. (ft) (ft) <br />1 672.50 300.00 <br />' 2 770.00 300.00 <br />3 970.00 312.00 <br />A Horizontal Earthquake Loading Coefficient <br />1 Of .106 Has Been Assigned <br />A Vertical Earthquake Loading Coefficient <br />Of .000 Has Been Assigned <br />Cavitation Pressure = .0 psf <br />Janbus Empirical Coef is being used for the case of c & phi both > 0 <br />' A Critical Failure Surface Searching Method, Using A Random <br />Technique For Generating Sliding Block Surfaces, Has Been <br />' Specified. <br />The Active And Passive Portions Of The Sliding Surfaces <br />Are Generated According To The Rankine Theory. <br />1000 Trial Surfaces Have Been Generated. <br />