Laserfiche WebLink
GALENAVersion 7.2ProjectDerr Pit Technical Revision 4 East Grading With Reservoir - Slope S-N - No Loads File:C:\Galena Models\Derr East Grading Slope S-N no loads.gmfEdited:Processed:7 May 20207 May 2020J & T ConsultingLicensed to: AnalysisResults 1Multiple Stability AnalysisSpencer-WrightCircularMethod:Surface:Critical Factor of Safety: 3.07Interslice Force (Final) Angle: 6.9°Material Keys1: Overburden (c:150 ø:22 g:131)2: Sand and Gravel (c:0 ø:35 g:125)5: Slurry Wall (c:0 ø:45 g:110)6: Clay (c:150 ø:22 g:131)150 200 250 300 350 400 4504550460046504700475050 ftSlurry WallReservoir Crest50 ft