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<br />i 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 /> 2 862.80 194.78 866.67 195.00 .19 <br />r <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 10 Coordinate Points <br /> Point X-Surf Y-Surf <br /> <br />1 <br />, No. (ft) (ft) <br /> 1 200.51 175.16 <br /> 2 <br />3 200.77 <br />201.00 175.02 <br />174.86 <br /> 4 862.95 194.81 <br /> 5 863.01 194.90 <br />' 6 886.52 227.26 <br /> 7 910.03 259.62 <br /> 8 933.54 291.98 <br /> 9 947.09 310.63 <br /> 10 948.57 313.18 <br /> *** .999 *** <br />' <br /> Individual data on the 23 slices <br /> <br /> Water Water Tie Tie Earthquake <br /> Force Force Force Force Force Surcharge <br /> °lice <br />y 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 .3 3.8 10098.1 10873.2 .0 .0 .4 .0 .0 <br /> 2 .2 10.5 8970.7 10594.7 .0 .0 1.2 .0 .0 <br />' 3 369.0 ++++++++ +++++++ +++++++ ,0 ,p +++++++ .0 .0 <br />