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GALENA 7.1 Analysis Results Version: 7.10.1.02 Licensee: Greg Lewicki and Associates <br /> Project: Douglas Mountain Mine <br /> File: E:\Work\Dropbox (GLA)\Douglas Mountain Ranch\DRMS\Galena\Douglas Mountain Mine Slope <br /> Stability.gmf <br /> Processed: 26 Feb 2019 09:09:07 <br /> DATA: Analysis 1 <br /> Material Properties (1 material) <br /> ------------------- <br /> Material: 1 (Mohr-Coulomb Isotropic) - Sand and gravel, mixed grain size <br /> Cohesion Phi UnitWeight Ru <br /> 0.00 45.0 110.00 Auto <br /> Water Properties <br /> ---------------- <br /> Unit weight of water: 62.400 Unit weight of water/medium above ground: 62.400 <br /> Material Profiles (1 profile) <br /> ----------------- <br /> Profile: 1 (8 points) Material beneath: 1 - Sand and gravel, mixed grain size <br /> -180.00 8580.00 -60.00 8530.00 0.00 8500.00 420.00 8480.00 940.00 8460.00 <br /> 1070.00 8380.00 1080.00 8370.00 1120.00 8370.00 <br /> Slope Surface (5 points) <br /> ------------- <br /> -180.00 8580.00 -60.00 8530.00 0.00 8500.00 420.00 8360.00 1500.00 8360.00 <br /> Phreatic Surface (2 points) <br /> ---------------- <br /> 0.00 8355.00 1500.00 8355.00 <br /> Failure Surface <br /> --------------- <br /> Initial circular surface for critical search defined by: XL,XR,R <br /> Intersects: XL: -39.00 YL: 8519.50 XR: 361.00 YR: 8379.67 <br /> Centre: XC: 261.90 YC: 8738.23 Radius: R: 372.00 <br /> Variable Restraints <br /> ------------------- <br /> Parameter descriptor: XL XR R <br /> Range of variation: 250.00 250.00 10.00 <br /> Trial positions within range: 50 50 50 <br /> - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - <br /> RESULTS: Analysis 1 <br />