Laserfiche WebLink
m s <br />UCS <br />UnitWeight <br />Ru <br />14.6859999 0.1889000 <br />15150 <br />162.32 <br />0.00 <br />Material Profiles (1 profile) <br />--------------- -- <br />Profile: 1 (2 points) <br />Material beneath: <br />1 - <br />Granite Gneiss <br />0.00 700.00 <br />750.00 <br />700.00 <br />Slope Surface (35 points) <br />0.00 0.00 <br />10.00 <br />40.00 <br />40.00 <br />50.00 80.00 <br />80.00 <br />80.00 <br />90.00 120.00 <br />120.00 <br />120.00 <br />130.00 <br />160.00 160.00 <br />170.00 <br />200.00 <br />200.00 200.00 <br />210.00 <br />240.00 <br />240.00 <br />250.00 280.00 <br />280.00 <br />280.00 <br />290.00 320.00 <br />320.00 <br />320.00 <br />330.00 <br />360.00 360.00 <br />370.00 <br />400.00 <br />400.00 400.00 <br />410.00 <br />440.00 <br />440.00 <br />450.00 480.00 <br />480.00 <br />480.00 <br />490.00 520.00 <br />520.00 <br />520.00 <br />530.00 <br />560.00 560.00 <br />570.00 <br />600.00 <br />600.00 600.00 <br />610.00 <br />640.00 <br />640.00 <br />650.00 680.00 <br />680.00 <br />680.00 <br />Failure Surface <br />--------------- <br />Non- circular surface (3 points) <br />200.00 200.00 <br />382.00 <br />347.00 <br />400.00 <br />Earthquake Force <br />--------------- - <br />Pseudo- static 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 />400.00 <br />RESULTS: Analysis 3 <br />Sarma Non - Vertical Slice Method of Analysis - Non - Circular Failure Surface <br />-------------------------------------------------------------------- - - - - -- <br />Factor of Safety: 1.82 <br />Critical Acceleration (Kc): 0.148 <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 (10 slices) <br />--------------------------- <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 />1 200.00 200.00 200.00 200.00 0.0 0.00 <br />402.05 38.9 25.19 32.38 <br />5 <br />