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GALENA 7.1 Analysis Results Version: 7.10.1.02 Licensee: Greg Lewicki and Associates <br /> Project: Graff Pit 2 <br /> File: E:\Work\Dropbox\Graff Gravel\Graff Pit 2\Permanent Slope Stability.gmf Processed: 30 <br /> Nov 2018 12:48:41 <br /> DATA: Analysis 1 - Permanent Slope Condition <br /> Material Properties (2 materials) <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 /> Material: 2 (Mohr-Coulomb Isotropic) - Loose sand, mixed grain size <br /> Cohesion Phi UnitWeight Ru <br /> 0.00 34.0 99.00 Auto <br /> Water Properties <br /> ---------------- <br /> Unit weight of water: 62.400 Unit weight of water/medium above ground: 62.400 <br /> Material Profiles (2 profiles) <br /> ----------------- <br /> Profile: 1 (4 points) Material beneath: 1 - Sand and gravel, mixed grain size <br /> 0.00 4915.00 25.00 4915.00 83.00 4886.00 100.00 4886.00 <br /> Profile: 2 (4 points) Material beneath: 2 - Loose sand, mixed grain size <br /> 25.00 4915.00 70.00 4900.00 98.00 4886.00 100.00 4886.00 <br /> Slope Surface (5 points) <br /> ------------- <br /> 0.00 4915.00 25.00 4915.00 70.00 4900.00 98.00 4886.00 100.00 <br /> 4886.00 <br /> Phreatic Surface (2 points) <br /> ---------------- <br /> 0.00 4910.00 100.00 4910.00 <br /> Failure Surface <br /> --------------- <br /> Initial circular surface for critical search defined by: XL,XR,R <br /> Intersects: XL: 25.00 YL: 4915.00 XR: 77.00 YR: 4896.50 <br /> Centre: XC: 93.58 YC: 5025.44 Radius: R: 130.00 <br /> Variable Restraints <br /> ------------------- <br /> Parameter descriptor: XL XR R <br /> Range of variation: 41.00 41.00 40.00 <br /> Trial positions within range: 10 10 10 <br /> - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - <br />