Laserfiche WebLink
<br />' ISOTROPIC SOIL PARAMETERS <br />' 4 Type(s) of Soil <br /> Soil Total Saturated Cohesion Friction Pore <br />Type Unit Wt. Unit Wt. Intercept Angle Pressure Pressure <br />Constant Piez. <br />Surface <br /> No. (pcf) (pcf) (psf) (deg) Param. (psf) No. <br />i <br />1 125.0 135.0 .0 35.0 <br />.00 <br />.0 <br />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 /> 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 />i ~ 4 452.00 170.00 <br />5 550.00 170.00 <br /> <br />' rf <br />N <br />2 S <br />ifi <br />d b <br />2 <br />t <br />i <br />S <br />Pi Co <br />din <br />te Points <br /> pec <br />y <br />ezome <br />r <br />c <br />u <br />ace <br />o. <br />e or <br />a <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 .150 Has Been Assigned <br /> A Vertical Earthquake Loading Coefficient <br /> Of .000 Has Been Assigned <br /> 0 <br />f <br />i <br />i <br />P <br />C <br /> ps <br />on <br />ressure = . <br />av <br />tat <br /> Janbus Empirical Coef is being used for the case of c & phi both > 0 <br />