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i <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 />' <br /> 1 125.0 135.0 .0 35.0 .00 .0 0 <br /> 2 105.0 116.0 350.0 30.0 .00 .0 0 <br /> 3 125.0 135.0 .0 35.0 .00 .0 0 <br /> 4 116.0 116.0 350.0 30.0 .00 .0 0 <br />' A Horizontal Earthquake Loading Coefficient <br />Of .000 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 />' 1 <br /> A Critical Failure Surface Searching Method, Using A Random <br />' Technique For Generating Sliding Block Surfaces, Has Been <br /> Specified. <br /> <br /> 1000 Trial Surfaces Have Been Generated. <br />' 2 Box <br />s S ecifi <br />d F <br />G <br />ti <br />Of C t <br />l Bl <br />k B <br /> e <br />p e <br />or <br />enera <br />on <br />en ra <br />oc <br />ase <br />' Length Of Line Segments For Active And Passive Portions Of <br /> Sliding Bl ock Is 10.0 <br />1 <br /> Box X-Left Y-Left X-Right Y-Right Height <br /> No. (ft) (ft) (ft) (ft) (ft) <br />' 1 450.00 160.00 504.50 160.00 20.00 <br /> 2 505.00 160.00 545.00 160.00 20.00 <br />' <br />1 <br />' Following Are Displayed The Ten Most Critical Of The Trial <br />Failure Surfaces Examined. They Are Ordered - Most Critical <br />First. <br />* * Safety Factors Are Calculated By The Modified Janbu Method <br />Failure Surface Specified By 9 Coordinate Points <br />1 <br />