2022-07-13_REVISION - M2005066 (3)

Home Browse Search

Cohesion Phi UnitWeight Ru 0.00 45.0 110.00 Auto Material: 2 (Mohr-Coulomb Isotropic) - Loose sand, mixed grain size Cohesion Phi UnitWeight Ru 0.00 34.0 99.00 Auto Water Properties ---------------- Unit weight of water: 62.400 Unit weight of water/medium above ground: 0.000 Material Profiles (2 profiles) ----------------- Profile: 1 (4 points) Material beneath: 1 - Sand and gravel, mixed grain size 0.00 4947.00 200.00 4947.00 201.00 4922.50 482.50 4922.50 Profile: 2 (3 points) Material beneath: 2 - Loose sand, mixed grain size 0.00 4950.00 200.00 4950.00 482.50 4950.00 Slope Surface (4 points) ------------- 0.00 4950.00 200.00 4950.00 282.50 4922.50 482.50 4922.50 Phreatic Surface (3 points) ---------------- 0.00 4946.00 185.00 4946.00 185.00 4922.50 Failure Surface --------------- Initial circular surface for critical search defined by: XL,XR,R Intersects: XL: 179.00 YL: 4950.00 XR: 255.00 YR: 4931.67 Centre: XC: 243.11 YC: 5049.07 Radius: R: 118.00 Variable Restraints ------------------- Parameter descriptor: XL XR R Range of variation: 44.00 1.00 20.00 Trial positions within range: 25 1 20 - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - RESULTS: Analysis 3 - Reclaimed Slope (3H:1V) Bishop Simplified Method of Analysis - Circular Failure Surface --------------------------------------------------------------- Critical Failure Surface Search using Multiple Circle Generation Techniques Factor of Safety for initial failure surface approximation: 2.992 There were: 501 successful analyses from a total of 501 trial surfaces Critical (minimum) Factor of Safety: 2.07 Results Summary - Lowest 99 Factor of Safety circles ---------------------------------------------------- Circle X-Left Y-Left X-Right Y-Right X-Centre Y-Centre Radius FoS 1 201.00 4949.67 255.00 4931.67 267.46 5059.06 128.00 2.069 <-- Critical Surface 2 201.00 4949.67 255.00 4931.67 267.12 5058.03 126.95 2.070 3 201.00 4949.67 255.00 4931.67 266.78 5057.01 125.89 2.071 4 201.00 4949.67 255.00 4931.67 266.44 5055.98 124.84 2.072 5 201.00 4949.67 255.00 4931.67 266.10 5054.96 123.79 2.072 6 201.00 4949.67 255.00 4931.67 265.75 5053.93 122.74 2.073 7 201.00 4949.67 255.00 4931.67 265.41 5052.90 121.68 2.074 8 201.00 4949.67 255.00 4931.67 265.07 5051.88 120.63 2.075 9 201.00 4949.67 255.00 4931.67 264.73 5050.85 119.58 2.076 10 199.17 4950.00 255.00 4931.67 265.95 5059.20 128.00 2.077 11 201.00 4949.67 255.00 4931.67 264.38 5049.82 118.53 2.077 12 199.17 4950.00 255.00 4931.67 265.61 5058.17 126.95 2.078 13 201.00 4949.67 255.00 4931.67 264.04 5048.79 117.47 2.078 14 199.17 4950.00 255.00 4931.67 265.27 5057.14 125.89 2.079 15 201.00 4949.67 255.00 4931.67 263.70 5047.76 116.42 2.079 16 199.17 4950.00 255.00 4931.67 264.94 5056.11 124.84 2.079 17 201.00 4949.67 255.00 4931.67 263.36 5046.73 115.37 2.080 18 199.17 4950.00 255.00 4931.67 264.60 5055.08 123.79 2.080 19 201.00 4949.67 255.00 4931.67 263.01 5045.70 114.32 2.081 20 199.17 4950.00 255.00 4931.67 264.26 5054.05 122.74 2.081 21 199.17 4950.00 255.00 4931.67 263.92 5053.02 121.68 2.082 22 201.00 4949.67 255.00 4931.67 262.67 5044.67 113.26 2.082 23 199.17 4950.00 255.00 4931.67 263.58 5051.99 120.63 2.083 24 201.00 4949.67 255.00 4931.67 262.32 5043.64 112.21 2.083 25 199.17 4950.00 255.00 4931.67 263.24 5050.96 119.58 2.084 26 201.00 4949.67 255.00 4931.67 261.98 5042.60 111.16 2.085 27 199.17 4950.00 255.00 4931.67 262.91 5049.93 118.53 2.085 28 201.00 4949.67 255.00 4931.67 261.64 5041.57 110.11 2.086 29 199.17 4950.00 255.00 4931.67 262.57 5048.90 117.47 2.086 30 201.00 4949.67 255.00 4931.67 261.29 5040.54 109.05 2.087 31 199.17 4950.00 255.00 4931.67 262.23 5047.86 116.42 2.088 32 201.00 4949.67 255.00 4931.67 260.95 5039.50 108.00 2.088 33 199.17 4950.00 255.00 4931.67 261.89 5046.83 115.37 2.089 34 199.17 4950.00 255.00 4931.67 261.55 5045.79 114.32 2.090 35 199.17 4950.00 255.00 4931.67 261.21 5044.76 113.26 2.091