Laserfiche WebLink
GALENA 6.10 Analysis Results <br /> Licensee: Greg Lewicki and Associates <br /> Project: Ready Mix Pit <br /> File: D:\Dropbox\United Companies\Gunnison West\DRMS\Expansion Pit <br /> Final Slopes.gmf <br /> Processed: 19 May 2016 11:19:23 <br /> DATA: Analysis 1 - Expansion Pit Final Slopes <br /> Material Properties (1 material) <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 /> Unit weight of water: 62.400 Unit weight of water/medium above <br /> ground: 62.400 <br /> Material Profiles (1 profile) <br /> Profile: 1 (2 points) Material beneath: 1 - Sand and gravel, mixed grain <br /> size <br /> 0.00 7595.60 400.00 7595. 60 <br /> Slope Surface (5 points) <br /> 0.00 7595.60 32.70 7595.60 82.50 7580.00 <br /> 220.10 7515.00 300.00 7515.00 <br /> Phreatic Surface (2 points) <br /> 0.00 7585.00 400.00 7585.00 <br /> Failure Surface <br /> Initial circular surface for critical search defined by: XL,XR,R <br /> Intersects: XL: 31.00 YL: 7595.60 XR: 200.00 YR: 7524.50 <br /> Centre: XC: 226.28 YC: 7823.34 Radius: R: 300.00 <br /> Variable Restraints <br /> Parameter descriptor: XL XR R <br /> Range of variation: 54 .00 57.00 46.00 <br /> Trial positions within range: 50 50 50 <br /> Ready Mix Pit October 2017 X(:rte!rwickl and kMAH'latm PI 1 <br />