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35 109.58 0.90 18.9 1.08 1.14 1 0.00 45.0 98.54 59.10 79.49 0.74 <br /> 36 110.66 0.71 18.4 1.08 1.14 1 0.00 45.0 78.08 46.68 62.98 0.75 <br /> 37 111.74 0.51 18.4 1.08 1.14 1 0.00 45.0 56.55 33.82 45.61 0.75 <br /> 38 112.83 0.31 17.9 1.09 1.14 1 0.00 45.0 34.49 20.56 27.82 0.75 <br /> 39 113.91 0.10 17.9 1.09 1.14 1 0.00 45.0 11.44 6.82 9.23 0.75 <br /> -------- ------- ---------- <br /> X-S Area: 60.45 Path Length: 43.39 X-S Weight: 6649.50 <br /> DATA: Analysis 3 - Geotechnical Stability Exhibit <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 (1 profile) <br /> ----------------- <br /> Profile: 1 (2 points) Material beneath: 1 - Sand and gravel, mixed grain size <br /> -200.00 6200.00 200.00 6200.00 <br /> Slope Surface (5 points) <br /> ------------- <br /> -200.00 6200.00 50.00 6200.00 95.00 6185.00 115.00 6175.00 200.00 6175.00 <br /> Phreatic Surface (2 points) <br /> ---------------- <br /> 0.00 6195.00 200.00 6195.00 <br /> Failure Surface <br /> --------------- <br /> Initial circular surface for critical search defined by: XL,XR,R <br /> Intersects: XL: 0.00 YL: 6200.00 XR: 90.00 YR: 6186.67 <br /> Centre: XC: 81.03 YC: 6436.51 Radius: R: 250.00 <br /> Variable Restraints <br /> ------------------- <br /> Parameter descriptor: XL XR R <br /> Range of variation: 75.00 60.00 25.00 <br /> Trial positions within range: 25 25 25 <br /> - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - <br /> RESULTS: Analysis 3 - Geotechnical Stability Exhibit <br /> Bishop Simplified Method of Analysis - Circular Failure Surface <br /> --------------------------------------------------------------- <br /> Critical Failure Surface Search using Multiple Circle Generation Techniques <br /> Factor of Safety for initial failure surface approximation: 6.207 <br /> There were: 15091 successful analyses from a total of 15625 trial surfaces <br />