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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 />'1 <br /> Following Are Displayed The Ten Most Critical Of The Trial <br /> Failure Surfaces Examined. They Are Ordered - Most Critical <br /> First. <br /> <br />* * Safety Factors Are Calculated By The Modified Janbu Method <br />t <br />' Failure Surface Specified By 11 Coord inate Po ints <br />1 <br /> Point X-Surf Y-Surf <br />_ <br />' No. (ft) (ft) <br /> 1 200.49 175.15 <br /> 2 200.74 175.02 <br />' 3 201.00 174.83 <br /> 4 650.15 188.40 <br /> 5 650.22 188.50 <br />' 6 668.69 223.98 <br />~ 7 685.30 255.88 <br /> 8 695.94 270.00 <br />' ' 9 <br />10 704.82 <br />714.57 287.07 <br />300.00 <br /> 11 724.12 318.35 <br />1 *** 2 <br />869 *** <br /> . <br /> <br /> Individual data on the 18 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(kgJ Lbs(kg) Lbs(kg) Lbs(kg) <br />' 1 <br />2 .2 3.5 <br />.3 12.1 9692.6 <br />10171.0 10436.6 .0 <br />12012.3 .0 .0 <br />.0 .0 .0 .0 <br />.0 .0 .0 <br /> <br />