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0.00 0.00 <br />50.00 80.00 <br />90.00 120.00 <br />160.00 160.00 <br />200.00 200.00 <br />250.00 280.00 <br />290.00 320.00 <br />360.00 360.00 <br />400.00 400.00 <br />450.00 480.00 <br />490.00 520.00 <br />560.00 560.00 <br />600.00 600.00 <br />650.00 680.00 <br />10.00 40.00 <br />80.00 80.00 <br />120.00 120.00 <br />170.00 200.00 <br />210.00 240.00 <br />280.00 280.00 <br />320.00 320.00 <br />370.00 400.00 <br />410.00 440.00 <br />480.00 480.00 <br />520.00 520.00 <br />570.00 600.00 <br />610.00 640.00 <br />680.00 680.00 <br />Failure Surface <br />--------------- <br />Non- circular surface (3 points) <br />320.00 320.00 395.00 365.00 <br />Earthquake Force <br />--------------- - <br />Pseudo- static earthquake (seismic) coefficient: 0.150 <br />RESULTS: Analysis 7 <br />40.00 40.00 <br />130.00 160.00 <br />240.00 240.00 <br />330.00 360.00 <br />440.00 440.00 <br />530.00 560.00 <br />640.00 640.00 <br />400.00 400.00 <br />Sarma Non - Vertical Slice Method of Analysis - Non- Circular Failure Surface <br />-------------------------------------------------------------------- - - - - -- <br />Factor of Safety: 2.24 <br />Critical <br />Acceleration <br />(Kc): -0.377 <br />Negative <br />normal stresses <br />exist <br />on the base <br />and /or side <br />of one or <br />more slices <br />- examine <br />slice data <br />and consult <br />the GALENA Help utility <br />Non - Vertical <br />--------------------------- <br />Slice Geometry <br />(5 <br />slices) <br />Slice <br />---------------- <br />- - - <br />- -- Left Hand <br />Side ----------------------- <br />X-S <br />--- - - - - -- <br />Base ---- <br />- - - - -- <br />X -Top <br />Y -Top <br />X -Base <br />Y -Base <br />Angle <br />Length <br />Area <br />Angle <br />Width <br />Length <br />1 <br />320.00 <br />320.00 <br />320.00 <br />320.00 <br />0.0 <br />0.00 <br />501.64 <br />31.0 <br />29.51 <br />34.41 <br />2 <br />330.00 <br />360.00 <br />349.51 <br />337.70 <br />-41.2 <br />29.62 <br />498.36 <br />31.0 <br />20.49 <br />23.90 <br />3 <br />360.00 <br />360.00 <br />370.00 <br />350.00 <br />-45.0 <br />14.14 <br />685.39 <br />31.0 <br />25.00 <br />29.15 <br />4 <br />367.19 <br />388.76 <br />395.00 <br />365.00 <br />-49.5 <br />36.58 <br />391.53 <br />81.9 <br />1.92 <br />13.60 <br />5 <br />370.00 <br />400.00 <br />396.92 <br />378.46 <br />-51.3 <br />34.48 <br />323.08 <br />81.9 <br />3.08 <br />21.76 <br />16 <br />