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1 <br />' 2 Boxes Specified For Generation Of Central Block Base <br />' Length Of Line Segments For <br />Sliding Block Is 40.0 Active And Passive Portions Of <br /> <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 /> 2 862.80 194.78 866.67 195.00 .19 <br />~~ <br /> <br /> <br /> <br />1, <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 10 Coordinate Points <br />Point X-surf Y-Surf <br />No. (ft) (ft) <br />1 200.47 175.15 <br />2 200.70 175.02 <br />3 201.00 174.81 <br />4 862.89 194.79 <br />5 862.97 194.90 <br />6 887.05 226.84 <br />7 911.12 258.79 <br />8 935.19 290.73 <br />9 950.33 310.82 <br />10 951.68 313.15 <br />*** 6.901 *** <br />Individual data on the 23 slices <br /> <br /> Water Water Tie Tie Earthquake <br /> Force Force Force Force Force Surcharge <br /> Slice Width Weight Top Bot Norm Tan Hor Ver Load <br />' No. Ft (m) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) Lbs(kg) <br /> 1 .2 3.2 9255.6 9965.7 .0 .0 .0 .0 .0 <br />' 2 <br />3 .3 <br />369.0 14.0 <br />+******+ 11467.4 <br />******* 13543.9 <br />******* .0 <br />.0 .0 <br />.0 .0 .0 .0 <br />.0 .0 .0 <br /> <br />