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i <br />' 2 Boxes Specified For Genera tion Of Cen tral 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 /> 2 862.80 194.78 866.67 195.00 .19 <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 />1 <br /> Failure Surface Speci fied By LO Coordinate Points <br /> <br /> Point X-Surf Y-Surf <br /> <br />' No. (ft) (ft) <br /> 1 200.47 175.15 <br /> 2 200.71 175.02 <br />' 3 201.00 174.81 <br /> 4 866.52 194.97 <br /> 5 866.72 195.25 <br /> 6 890.79 227.20 <br />1 7 914.86 259.14 <br /> 8 938.94 291.09 <br /> 9 <br />10 953.97 <br />955.18 311.04 <br />313.12 <br /> <br />' *** 1.948 *** <br />' <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 9342.2 10059.3 .0 .0 .5 .0 .0 <br /> 2 .3 13.6 11209.4 13239.3 .0 .0 2.0 .0 .0 <br />' 3 369.0 ******a* ******* ******* .0 .0 ******* .0 .0 <br />