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<br />' 2 Boxes Specified For Generation Of Central Block Base <br /> Length Of Line Segments For Active And Passive Portions Of <br />' Sliding Block Is 40.0 <br />' Box X-Left Y-Left X-Right Y-Right Height <br /> No. (ft) (ft) (ft) (ft) (ft) <br /> 1 201.00 174.90 201.00 174.90 .19 <br />' 2 650.00 188.40 866.67 195.00 .19 <br />4 <br />i <br />~I <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <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 11 Coordinate Points <br />Point <br />No. <br />I'Slice Width <br />No. Ft (m) <br />1 .2 <br />2 .3 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />*** <br />X-Surf <br />(ft) <br />200.48 <br />200.73 <br />201.00 <br />652.05 <br />652.18 <br />670.65 <br />686.89 <br />701.65 <br />709.55 <br />724.37 <br />732.23 <br />998 *** <br />Y-Surf <br />(ft) <br />175.15 <br />175.02 <br />174.82 <br />188.39 <br />188.56 <br />224.04 <br />255.24 <br />270.00 <br />285.18 <br />300.00 <br />315.11 <br />Individual data on the 18 slices <br /> Water Water Tie Tie Earthquake <br /> Force Force Force Force Force Surcharge <br />Weight Top Bot Norm Tan Hor Ver Load <br />Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) <br />3.4 9528.3 10259.7 .0 .0 .4 .0 .0 <br />12.8 10657.9 12587.4 .0 .0 1.4 .0 .0 <br />