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1~ <br />' ISOTROPIC SOIL PARAMETERS <br />~' 4 Type(s) of Soil <br /> Soil Total Saturated Cohesion Friction Pore Pressure Piez. <br />' Type Unit Wt. Unit Wt. Intercept Angle Pressure Constant Surface <br /> No. (pcf) (pcf) (psf) (deg) Param. (psf) No. <br /> 1 125.0 135.0 .0 35.0 .00 .0 2 <br />' 2 105.0 120.0 300.0 30.0 .00 .0 2 <br /> 3 105.0 120.0 300.0 16.0 .00 .0 1 <br />' <br />1 4 125.0 135.0 .0 35.0 .00 .0 2 <br />' 2 PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED <br />' ' Unit Weight of Water = 62.40 <br /> Piezometric Surface No. 1 Specified by 5 Coordina te Points <br /> Point X-Water Y-Water <br />' No. (ft) (ft) <br /> 1 .00 196.66 <br />2 365.50 175.00 <br /> 3 415.50 172.00 <br /> 4 452.00 170.00 <br /> 5 550.00 170.00 <br />' Piezometric Surface No. 2 Specified by 2 Coordinate Points <br />' Point X-Water Y-Water <br /> No. (ft) (ft) <br />' 1 .00 1.00 <br /> 2 700.00 1.00 <br />' <br /> A Horizontal Earthquake Loading Coefficient <br /> Of .000 Has Been Assigned <br />' <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 />