Laserfiche WebLink
GALENA 7.1 Analysis Results Version:7.10.1.04 Licensee:Greg Lewicki and Associates <br /> Project:Pit Number One <br /> File:E:\Work\GLA Dropbox\Ben Langenfeld\Giroux\Buena Vista\Slope Stability\Pit Number One Slope Stability.gmf <br /> Processed:25 Jun 2025 16:56:24 <br /> DATA:Analysis 1 -Reclaimed Condition <br /> Material Properties(4 materials) <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 /> Material: 2(Mohr-Coulomb Isotropic)-OB and soil-loose sand,mixed grain si <br /> Cohesion Phi UnitWeight Ru <br /> 0.00 34.0 99.00 Auto <br /> Material: 3(Mohr-Coulomb Isotropic)-Bedrock-shale <br /> Cohesion Phi UnitWeight Ru <br /> 20000.00 25.0 110.00 Auto <br /> Water Properties <br /> Unit weight of water:62.400 Unit weight of water/medium above ground: 62.400 <br /> Material Profiles(1 profile) <br /> Profile: 1 (2 points) Material beneath: 1 -Sand and gravel,mixed grain size <br /> 0.00 7720.00 400.00 7720.00 <br /> Slope Surface(4 points) <br /> 0.00 7720.00 200.00 7720.00 260.00 7700.00 400.00 7700.00 <br /> Phreatic Surface(2 points) <br /> 0.00 7690.00 400.00 7690.00 <br /> Piezometric Surfaces(1 surface) <br /> Failure Surface <br /> Initial circular surface for critical search defined by:XL,XR,R <br /> Intersects: XL: 199.60 YL: 7720.00 XR: 259.20 YR: 7700.27 <br /> Centre: XC: 253.66 YC: 7783.41 Radius: R: 83.33 <br /> Variable Restraints <br /> Parameter descriptor: XL XR R <br /> Range of variation: 30.00 30.00 10.00 <br /> Trial positions within range: 10 10 10 <br /> - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - <br />