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m <br />s <br />UCS <br />UnitWeight <br />Ru <br />14.6859999 <br />0.1889000 <br />15150 <br />162.32 <br />0.00 <br />Material Profiles <br />(1 profile) <br />--------------- <br />Profile: <br />-- <br />1 (2 points) <br />Material beneath: 1 - <br />Granite Gneiss <br />0.00 <br />700.00 <br />750.00 <br />700.00 <br />Slope Surface <br />(35 points) <br />0.00 <br />0.00 <br />10.00 <br />40.00 <br />40.00 <br />50.00 <br />80.00 <br />80.00 <br />80.00 <br />90.00 <br />120.00 <br />120.00 <br />120.00 <br />130.00 <br />160.00 <br />160.00 <br />170.00 <br />200.00 <br />200.00 <br />200.00 <br />210.00 <br />240.00 <br />240.00 <br />250.00 <br />280.00 <br />280.00 <br />280.00 <br />290.00 <br />320.00 <br />320.00 <br />320.00 <br />330.00 <br />360.00 <br />360.00 <br />370.00 <br />400.00 <br />400.00 <br />400.00 <br />410.00 <br />440.00 <br />440.00 <br />450.00 <br />480.00 <br />480.00 <br />480.00 <br />490.00 <br />520.00 <br />520.00 <br />520.00 <br />530.00 <br />560.00 <br />560.00 <br />570.00 <br />600.00 <br />600.00 <br />600.00 <br />610.00 <br />640.00 <br />640.00 <br />650.00 <br />680.00 <br />680.00 <br />680.00 <br />Failure Surface <br />--------------- <br />Non- circular <br />surface (3 points) <br />120.00 <br />120.00 <br />259.00 <br />210.00 <br />280.00 <br />Earthquake <br />Force <br />--------------- <br />Pseudo- static <br />- <br />earthquake <br />(seismic) coefficient: <br />0.150 <br />40.00 <br />160.00 <br />240.00 <br />360.00 <br />440.00 <br />560.00 <br />640.00 <br />280.00 <br />RESULTS: Analysis 2 <br />Sarma Non - Vertical Slice Method of Analysis - Non - Circular Failure Surface <br />-------------------------------------------------------------------- - - - - -- <br />Factor of Safety: 1.87 <br />Critical Acceleration (Kc): 0.177 <br />Negative normal stresses exist on the base and /or side of one or more slices <br />- examine slice data and consult <br />the GALENA Help utility <br />Non - Vertical Slice Geometry (9 slices) <br />Slice -- -------------- - - - - -- Left Hand Side ----------------------- <br />X-S --- - - - - -- Base ---- - - - - -- <br />X -Top Y -Top X -Base Y -Base Angle Length <br />Area Angle Width Length <br />1 120.00 120.00 120.00 120.00 0.0 0.00 <br />460.96 32.9 27.50 32.76 <br />3 <br />