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--------------- - <br />Pseudo- static earthquake (seismic) coefficient: 0.150 <br />RESULTS: Analysis 9 <br />Sarma Non - Vertical Slice Method of Analysis - Non - Circular Failure Surface <br />-------------------------------------------------------------------- - - - - -- <br />Factor of <br />Safety: <br />2.28 <br />- -- <br />Total- Extnl- <br />Force <br />- <br />Critical <br />Acceleration (Kc): -0.625 <br />Effect - Normal - Stress <br />Negative <br />normal stresses exist <br />on the base <br />and /or side <br />of one or <br />more slices <br />- examine <br />slice data and consult <br />Side Base <br />1 <br />the GALENA <br />Help utility <br />1302.39 <br />54.8 20142.70 <br />0.00 - <br />3021.40 <br />Non - Vertical <br />Slice <br />Geometry (8 <br />slices) <br />2 <br />926.90 <br />--------------------------- <br />Slice <br />---------------- <br />- - - <br />- -- Left Hand Side ----------------------- <br />5908.29 <br />X-S <br />--- - - - <br />- -- Base ---- <br />- - - - -- <br />3 <br />854.79 <br />61.3 <br />2130.97 <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 />125.00 <br />140.00 <br />125.00 <br />140.00 <br />0.0 <br />0.00 <br />124.09 <br />25.1 <br />14.05 <br />15.52 <br />2 <br />130.00 <br />160.00 <br />139.05 <br />146.58 <br />-34.0 <br />16.19 <br />242.66 <br />25.1 <br />22.92 <br />25.30 <br />3 <br />160.00 <br />160.00 <br />161.97 <br />157.31 <br />-36.2 <br />3.33 <br />656.42 <br />25.1 <br />31.01 <br />34.24 <br />4 <br />170.00 <br />200.00 <br />192.98 <br />171.83 <br />-39.2 <br />36.35 <br />702.60 <br />25.1 <br />22.51 <br />24.86 <br />5 <br />200.00 <br />200.00 <br />215.49 <br />182.37 <br />-41.3 <br />23.47 <br />1466.73 <br />25.1 <br />35.51 <br />39.21 <br />6 <br />210.00 <br />240.00 <br />251.00 <br />199.00 <br />-45.0 <br />57.98 <br />907.54 <br />70.3 <br />8.16 <br />24.20 <br />7 <br />240.00 <br />240.00 <br />259.16 <br />221.78 <br />-46.4 <br />26.43 <br />1055.55 <br />70.3 <br />13.88 <br />41.16 <br />8 <br />250.00 <br />280.00 <br />273.03 <br />260.54 <br />-49.8 <br />30.15 <br />291.91 <br />70.3 <br />6.97 <br />20.67 <br />RHS <br />280.00 <br />280.00 <br />280.00 <br />280.00 <br />0.0 <br />0.00 <br />X -S Area: <br />5447.50 Path Length: 225.16 <br />Non - Vertical Slice Properties (8 slices) <br />Slice <br />Left- Hand -Side <br />- - -- Base <br />- -- <br />Total- Extnl- <br />Force <br />- <br />Water -Force <br />- <br />Effect - Normal - Stress <br />Cohesion <br />Phi <br />Cohesion <br />Phi Weight <br />Vert <br />Horiz <br />Side <br />Base <br />Side Base <br />1 <br />0.00 <br />0.0 <br />1302.39 <br />54.8 20142.70 <br />0.00 - <br />3021.40 <br />0.00 <br />0.00 <br />0.00 3949.13 <br />2 <br />926.90 <br />59.7 <br />1066.31 <br />57.6 39388.57 <br />0.00 - <br />5908.29 <br />0.00 <br />0.00 <br />2602.77 4493.05 <br />3 <br />854.79 <br />61.3 <br />2130.97 <br />47.7 106549.92 <br />0.00 - <br />15982.49 <br />0.00 <br />0.00 <br />37891.00 4274.54 <br />20 <br />