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HomeMy WebLinkAbout1.24 DRMS Appendix GS-1 GALENA RESULTSGALENA Version 7.2 Project North Hangs Mine Cross Section 1 - Mining Slope with Groundwater File:E:\Work\Dropbox (GLA)\Western Slope Agg\North Hangs\Soils Geology\GALENA\North Hangs Mine Slope Stability.gmf Edited: Processed: 16 Jun 2021 16 Jun 2021 Greg Lewicki and AssociatesLicensed to: Analysis Results 1 Multiple Stability Analysis Bishop Simplified Circular Method: Surface: Critical Factor of Safety: 1.91 Material Keys 1: Sand and gravel, mixed grain size 2: Loose sand, mixed grain size 0 50 100 150 200 250 300 350 5250 5300 5350 5400 5450 5500 GALENA Version 7.2 Project North Hangs Mine Cross Section 1 - Mining Slope with Rapid Drawdown File:E:\Work\Dropbox (GLA)\Western Slope Agg\North Hangs\Soils Geology\GALENA\North Hangs Mine Slope Stability.gmf Edited: Processed: 16 Jun 2021 16 Jun 2021 Greg Lewicki and AssociatesLicensed to: Analysis Results 2 Multiple Stability Analysis Bishop Simplified Circular Method: Surface: Critical Factor of Safety: 1.91 Material Keys 1: Sand and gravel, mixed grain size 2: Loose sand, mixed grain size 0 50 100 150 200 250 300 350 5250 5300 5350 5400 5450 5500 GALENA Version 7.2 Project North Hangs Mine Cross Section 1 - Reclaimed Slope with Groundwater File:E:\Work\Dropbox (GLA)\Western Slope Agg\North Hangs\Soils Geology\GALENA\North Hangs Mine Slope Stability.gmf Edited: Processed: 16 Jun 2021 16 Jun 2021 Greg Lewicki and AssociatesLicensed to: Analysis Results 3 Multiple Stability Analysis Bishop Simplified Circular Method: Surface: Critical Factor of Safety: 2.78 Material Keys 1: Sand and gravel, mixed grain size 2: Loose sand, mixed grain size 0 50 100 150 200 250 300 350 5250 5300 5350 5400 5450 5500 GALENA 7.2 Analysis Results Version: 7.20.1.01 Licensee: Greg Lewicki and Associates —————————————————————————————————————————————————————————————————————————————————————— Project: North Hangs Mine File: E:\Work\Dropbox (GLA)\Western Slope Agg\North Hangs\Soils Geology\GALENA\North Hangs Mine Slope Stability.gmf Processed: 16 Jun 2021 11:46:25 —————————————————————————————————————————————————————————————————————————————————————— 1. Analysis 1 - Cross Section 1 - Mining Slope with Groundwater Material Properties (2 materials) ------------------- Material: 1 (Mohr-Coulomb Isotropic) - Sand and gravel, mixed grain size 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: 62.400 Material Profiles (2 profiles) ----------------- Profile: 1 (3 points) Material beneath: 2 - Loose sand, mixed grain size 0.00 5389.52 204.04 5391.91 348.51 5390.21 Profile: 2 (3 points) Material beneath: 1 - Sand and gravel, mixed grain size 0.04 5386.02 204.04 5388.41 348.47 5386.71 Slope Surface (4 points) ------------- 0.00 5389.52 204.04 5391.91 256.59 5370.00 348.51 5370.00 Phreatic Surface (2 points) ---------------- 0.00 5385.00 400.00 5385.00 Failure Surface --------------- Initial circular surface for critical search defined by: XL,XR,R Intersects: XL: 176.40 YL: 5391.59 XR: 255.30 YR: 5370.54 Centre: XC: 279.42 YC: 5619.37 Radius: R: 250.00 Variable Restraints ------------------- Parameter descriptor: XL XR R Range of variation: 75.00 75.00 25.00 Trial positions within range: 25 25 25 - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- RESULTS: Analysis 1 - Cross Section 1 - Mining Slope with Groundwater Bishop Simplified Method of Analysis - Circular Failure Surface --------------------------------------------------------------- Critical Failure Surface Search using Multiple Circle Generation Techniques Initial failure surface approximation - Factor of Safety: 3.349 Analysis Summary ¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯ There were: 10627 successful analyses from a total of 15625 trial failure surfaces 4998 analyses terminated due to unacceptable geometry Critical (minimum) Factor of Safety: 1.91 —————————————————————————————————————————— Results Summary - Lowest 99 Factor of Safety circles ---------------------------------------------------- Circle X-Left Y-Left X-Right Y-Right X-Centre Y-Centre Radius FoS 1 204.52 5391.71 217.80 5386.17 311.34 5629.21 260.42 1.909 <-- Critical Surface 2 204.52 5391.71 217.80 5386.17 310.94 5628.25 259.38 1.909 3 204.52 5391.71 217.80 5386.17 311.75 5630.17 261.46 1.909 4 204.52 5391.71 217.80 5386.17 312.15 5631.13 262.50 1.909 5 204.52 5391.71 217.80 5386.17 310.54 5627.28 258.33 1.910 6 204.52 5391.71 217.80 5386.17 308.54 5622.48 253.12 1.910 7 204.52 5391.71 217.80 5386.17 309.34 5624.40 255.21 1.910 8 204.52 5391.71 217.80 5386.17 309.74 5625.36 256.25 1.910 9 204.52 5391.71 217.80 5386.17 308.94 5623.44 254.17 1.910 10 204.52 5391.71 217.80 5386.17 310.14 5626.32 257.29 1.910 11 204.52 5391.71 217.80 5386.17 306.93 5618.63 248.96 1.910 12 204.52 5391.71 217.80 5386.17 308.14 5621.51 252.08 1.910 13 204.52 5391.71 217.80 5386.17 307.33 5619.59 250.00 1.911 14 204.52 5391.71 217.80 5386.17 305.73 5615.74 245.83 1.911 15 204.52 5391.71 217.80 5386.17 307.74 5620.55 251.04 1.911 16 204.52 5391.71 217.80 5386.17 304.93 5613.82 243.75 1.911 17 204.52 5391.71 217.80 5386.17 306.53 5617.67 247.92 1.911 18 204.52 5391.71 217.80 5386.17 306.13 5616.70 246.88 1.911 19 204.52 5391.71 217.80 5386.17 305.33 5614.78 244.79 1.911 20 204.52 5391.71 217.80 5386.17 304.13 5611.90 241.67 1.911 21 204.52 5391.71 217.80 5386.17 303.72 5610.93 240.62 1.911 22 204.52 5391.71 217.80 5386.17 304.53 5612.86 242.71 1.911 23 204.52 5391.71 217.80 5386.17 303.32 5609.97 239.58 1.912 24 204.52 5391.71 217.80 5386.17 302.92 5609.01 238.54 1.912 25 204.52 5391.71 217.80 5386.17 302.52 5608.05 237.50 1.912 26 207.65 5390.40 217.80 5386.17 313.32 5629.56 261.46 2.042 27 207.65 5390.40 217.80 5386.17 312.92 5628.60 260.42 2.042 28 207.65 5390.40 217.80 5386.17 313.72 5630.52 262.50 2.043 29 207.65 5390.40 217.80 5386.17 309.71 5620.90 252.08 2.043 30 207.65 5390.40 217.80 5386.17 310.11 5621.86 253.12 2.043 31 207.65 5390.40 217.80 5386.17 310.51 5622.83 254.17 2.043 32 207.65 5390.40 217.80 5386.17 310.91 5623.79 255.21 2.044 33 207.65 5390.40 217.80 5386.17 312.12 5626.67 258.33 2.044 34 207.65 5390.40 217.80 5386.17 311.72 5625.71 257.29 2.044 35 207.65 5390.40 217.80 5386.17 308.51 5618.02 248.96 2.044 36 207.65 5390.40 217.80 5386.17 311.31 5624.75 256.25 2.044 37 207.65 5390.40 217.80 5386.17 312.52 5627.63 259.38 2.044 38 207.65 5390.40 217.80 5386.17 308.91 5618.98 250.00 2.044 39 207.65 5390.40 217.80 5386.17 307.31 5615.13 245.83 2.044 40 207.65 5390.40 217.80 5386.17 309.31 5619.94 251.04 2.044 41 207.65 5390.40 217.80 5386.17 306.10 5612.25 242.71 2.044 42 207.65 5390.40 217.80 5386.17 308.11 5617.06 247.92 2.044 43 207.65 5390.40 217.80 5386.17 305.70 5611.29 241.67 2.044 44 207.65 5390.40 217.80 5386.17 306.90 5614.17 244.79 2.044 45 207.65 5390.40 217.80 5386.17 304.90 5609.36 239.58 2.044 46 207.65 5390.40 217.80 5386.17 306.50 5613.21 243.75 2.044 47 207.65 5390.40 217.80 5386.17 307.71 5616.09 246.88 2.044 48 207.65 5390.40 217.80 5386.17 305.30 5610.32 240.62 2.045 49 207.65 5390.40 217.80 5386.17 304.50 5608.40 238.54 2.045 50 207.65 5390.40 217.80 5386.17 304.10 5607.44 237.50 2.046 51 204.52 5391.71 220.93 5384.87 313.69 5630.43 262.50 2.056 52 204.52 5391.71 220.93 5384.87 312.88 5628.51 260.42 2.056 53 204.52 5391.71 220.93 5384.87 312.08 5626.59 258.33 2.056 54 204.52 5391.71 220.93 5384.87 310.08 5621.78 253.12 2.056 55 204.52 5391.71 220.93 5384.87 312.48 5627.55 259.38 2.056 56 204.52 5391.71 220.93 5384.87 311.68 5625.62 257.29 2.056 57 204.52 5391.71 220.93 5384.87 310.48 5622.74 254.17 2.056 58 204.52 5391.71 220.93 5384.87 313.28 5629.47 261.46 2.056 59 204.52 5391.71 220.93 5384.87 310.88 5623.70 255.21 2.056 60 204.52 5391.71 220.93 5384.87 309.67 5620.81 252.08 2.056 61 204.52 5391.71 220.93 5384.87 308.47 5617.93 248.96 2.057 62 204.52 5391.71 220.93 5384.87 308.87 5618.89 250.00 2.057 63 204.52 5391.71 220.93 5384.87 308.07 5616.97 247.92 2.057 64 204.52 5391.71 220.93 5384.87 311.28 5624.66 256.25 2.057 65 204.52 5391.71 220.93 5384.87 304.46 5608.31 238.54 2.057 66 204.52 5391.71 220.93 5384.87 306.47 5613.12 243.75 2.057 67 204.52 5391.71 220.93 5384.87 309.27 5619.85 251.04 2.057 68 204.52 5391.71 220.93 5384.87 306.87 5614.08 244.79 2.057 69 204.52 5391.71 220.93 5384.87 307.27 5615.04 245.83 2.057 70 204.52 5391.71 220.93 5384.87 306.06 5612.16 242.71 2.057 71 204.52 5391.71 220.93 5384.87 307.67 5616.00 246.88 2.057 72 204.52 5391.71 220.93 5384.87 305.26 5610.23 240.62 2.057 73 204.52 5391.71 220.93 5384.87 304.06 5607.34 237.50 2.057 74 204.52 5391.71 220.93 5384.87 305.66 5611.19 241.67 2.057 75 204.52 5391.71 220.93 5384.87 304.86 5609.27 239.58 2.057 76 201.40 5391.88 217.80 5386.17 295.48 5635.83 261.46 2.116 77 201.40 5391.88 217.80 5386.17 295.82 5636.81 262.50 2.116 78 201.40 5391.88 217.80 5386.17 295.13 5634.84 260.42 2.116 79 201.40 5391.88 217.80 5386.17 294.79 5633.86 259.38 2.116 80 201.40 5391.88 217.80 5386.17 294.45 5632.87 258.33 2.117 81 201.40 5391.88 217.80 5386.17 294.11 5631.89 257.29 2.117 82 201.40 5391.88 217.80 5386.17 293.76 5630.90 256.25 2.117 83 201.40 5391.88 217.80 5386.17 293.42 5629.92 255.21 2.117 84 201.40 5391.88 217.80 5386.17 293.08 5628.94 254.17 2.117 85 201.40 5391.88 217.80 5386.17 292.74 5627.95 253.12 2.117 86 201.40 5391.88 217.80 5386.17 292.39 5626.97 252.08 2.117 87 201.40 5391.88 217.80 5386.17 292.05 5625.98 251.04 2.117 88 201.40 5391.88 217.80 5386.17 291.37 5624.01 248.96 2.117 89 201.40 5391.88 217.80 5386.17 291.71 5625.00 250.00 2.117 90 201.40 5391.88 217.80 5386.17 290.34 5621.06 245.83 2.117 91 201.40 5391.88 217.80 5386.17 291.02 5623.03 247.92 2.117 92 201.40 5391.88 217.80 5386.17 290.68 5622.04 246.88 2.117 93 201.40 5391.88 217.80 5386.17 290.00 5620.08 244.79 2.118 94 201.40 5391.88 217.80 5386.17 289.65 5619.09 243.75 2.118 95 201.40 5391.88 217.80 5386.17 289.31 5618.11 242.71 2.118 96 201.40 5391.88 217.80 5386.17 288.97 5617.12 241.67 2.118 97 201.40 5391.88 217.80 5386.17 288.63 5616.14 240.62 2.118 98 201.40 5391.88 217.80 5386.17 288.28 5615.15 239.58 2.118 99 201.40 5391.88 217.80 5386.17 287.94 5614.17 238.54 2.118 Critical Failure Surface (circle 1) ------------------------ Intersects: XL: 204.52 YL: 5391.71 XR: 217.80 YR: 5386.17 Centre: XC: 311.34 YC: 5629.21 Radius: R: 260.42 Generated failure surface: (20 points) 204.52 5391.71 205.22 5391.40 205.91 5391.09 206.60 5390.79 207.29 5390.48 207.99 5390.18 208.68 5389.88 209.38 5389.58 210.08 5389.29 210.78 5388.99 211.47 5388.70 212.17 5388.41 212.87 5388.13 213.58 5387.84 214.28 5387.56 214.98 5387.28 215.68 5387.00 216.39 5386.72 217.09 5386.45 217.80 5386.17 Slice Geometry and Properties - Critical Failure Surface (circle 1, 39 slices) -------------------------------------------------------- Slice X-S ------------------- Base --------------------- PoreWater Normal Test X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor 1 204.52 0.00 24.1 0.35 0.38 2 0.00 34.0 0.17 0.00 0.42 0.95 2 204.87 0.01 24.1 0.35 0.38 2 0.00 34.0 0.55 0.00 1.38 0.95 3 205.22 0.01 24.0 0.35 0.38 2 0.00 34.0 0.90 0.00 2.26 0.95 4 205.56 0.01 24.0 0.35 0.38 2 0.00 34.0 1.22 0.00 3.05 0.95 5 205.91 0.02 23.7 0.35 0.38 2 0.00 34.0 1.52 0.00 3.81 0.95 6 206.25 0.02 23.8 0.35 0.38 2 0.00 34.0 1.81 0.00 4.52 0.95 7 206.60 0.02 23.7 0.35 0.38 2 0.00 34.0 2.08 0.00 5.19 0.95 8 206.95 0.02 23.7 0.35 0.38 2 0.00 34.0 2.33 0.00 5.82 0.95 9 207.29 0.03 23.5 0.35 0.38 2 0.00 34.0 2.55 0.00 6.37 0.95 10 207.64 0.03 23.4 0.35 0.38 2 0.00 34.0 2.77 0.00 6.92 0.95 11 207.99 0.03 23.3 0.35 0.38 2 0.00 34.0 2.94 0.00 7.34 0.95 12 208.34 0.03 23.3 0.35 0.38 2 0.00 34.0 3.13 0.00 7.80 0.95 13 208.68 0.03 23.1 0.35 0.38 2 0.00 34.0 3.26 0.00 8.15 0.94 14 209.03 0.03 23.2 0.35 0.38 2 0.00 34.0 3.40 0.00 8.48 0.94 15 209.38 0.04 23.0 0.35 0.38 2 0.00 34.0 3.49 0.00 8.70 0.94 16 209.73 0.04 22.9 0.35 0.38 2 0.00 34.0 3.59 0.00 8.96 0.94 17 210.08 0.04 22.8 0.35 0.38 2 0.00 34.0 3.64 0.00 9.09 0.94 18 210.43 0.04 22.8 0.35 0.38 2 0.00 34.0 3.69 0.00 9.21 0.94 19 210.78 0.04 22.6 0.35 0.38 2 0.00 34.0 3.72 0.00 9.27 0.94 20 211.12 0.04 22.6 0.35 0.38 2 0.00 34.0 3.70 0.00 9.23 0.94 21 211.47 0.04 22.5 0.35 0.38 2 0.00 34.0 3.69 0.00 9.19 0.94 22 211.82 0.04 22.4 0.35 0.38 2 0.00 34.0 3.65 0.00 9.11 0.94 23 212.17 0.03 22.3 0.25 0.27 2 0.00 34.0 2.58 0.00 8.99 0.94 24 212.42 0.03 22.3 0.25 0.28 1 0.00 45.0 2.71 0.00 8.77 0.89 25 212.68 0.02 22.3 0.20 0.21 1 0.00 45.0 2.16 0.00 9.11 0.89 26 212.87 0.03 22.1 0.35 0.38 1 0.00 45.0 3.79 0.00 8.90 0.89 27 213.22 0.03 22.1 0.35 0.38 1 0.00 45.0 3.65 0.00 8.59 0.89 28 213.58 0.03 22.0 0.35 0.38 1 0.00 45.0 3.49 0.00 8.20 0.89 29 213.93 0.03 22.0 0.35 0.38 1 0.00 45.0 3.30 0.00 7.76 0.89 30 214.28 0.03 21.8 0.35 0.38 1 0.00 45.0 3.10 0.00 7.28 0.89 31 214.63 0.03 21.8 0.35 0.38 1 0.00 45.0 2.87 0.00 6.75 0.89 32 214.98 0.02 21.6 0.35 0.38 1 0.00 45.0 2.63 0.00 6.18 0.89 33 215.33 0.02 21.6 0.35 0.38 1 0.00 45.0 2.34 0.00 5.51 0.89 34 215.68 0.02 21.5 0.35 0.38 1 0.00 45.0 2.06 0.00 4.85 0.89 35 216.04 0.02 21.4 0.35 0.38 1 0.00 45.0 1.72 0.00 4.05 0.89 36 216.39 0.01 21.3 0.35 0.38 1 0.00 45.0 1.38 0.00 3.26 0.89 37 216.74 0.01 21.3 0.35 0.38 1 0.00 45.0 1.02 0.00 2.41 0.89 38 217.09 0.01 21.2 0.35 0.38 1 0.00 45.0 0.64 0.00 1.52 0.89 39 217.45 0.00 21.1 0.35 0.38 1 0.00 45.0 0.21 0.00 0.49 0.89 -------- ------- ---------- X-S Area: 0.95 Path Length: 14.38 X-S Weight: 97.46 ———————————————————————————————————————————————————————————————————————————————————————————————— 2. Analysis 2 - Cross Section 1 - Mining Slope with Rapid Drawdown Material Properties (2 materials) ------------------- Material: 1 (Mohr-Coulomb Isotropic) - Sand and gravel, mixed grain size 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: 62.400 Material Profiles (2 profiles) ----------------- Profile: 1 (3 points) Material beneath: 2 - Loose sand, mixed grain size 0.00 5389.52 204.04 5391.91 348.51 5390.21 Profile: 2 (3 points) Material beneath: 1 - Sand and gravel, mixed grain size 0.04 5386.02 204.04 5388.41 348.47 5386.71 Slope Surface (4 points) ------------- 0.00 5389.52 204.04 5391.91 256.59 5370.00 348.51 5370.00 Piezometric Surfaces (1 surface) -------------------- Surface within profile: 1 (4 points) - Loose sand, mixed grain size 0.20 5385.10 212.60 5387.70 256.00 5369.20 348.40 5369.70 Failure Surface --------------- Initial circular surface for critical search defined by: XL,XR,R Intersects: XL: 176.40 YL: 5391.59 XR: 255.30 YR: 5370.54 Centre: XC: 279.42 YC: 5619.37 Radius: R: 250.00 Variable Restraints ------------------- Parameter descriptor: XL XR R Range of variation: 75.00 75.00 25.00 Trial positions within range: 25 25 25 - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - RESULTS: Analysis 2 - Cross Section 1 - Mining Slope with Rapid Drawdown Bishop Simplified Method of Analysis - Circular Failure Surface --------------------------------------------------------------- Critical Failure Surface Search using Multiple Circle Generation Techniques Initial failure surface approximation - Factor of Safety: 3.645 Analysis Summary ¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯ There were: 10633 successful analyses from a total of 15625 trial failure surfaces 4992 analyses terminated due to unacceptable geometry Critical (minimum) Factor of Safety: 1.91 —————————————————————————————————————————— Results Summary - Lowest 99 Factor of Safety circles ---------------------------------------------------- Circle X-Left Y-Left X-Right Y-Right X-Centre Y-Centre Radius FoS 1 204.52 5391.71 217.80 5386.17 311.34 5629.21 260.42 1.909 <-- Critical Surface 2 204.52 5391.71 217.80 5386.17 310.94 5628.25 259.38 1.909 3 204.52 5391.71 217.80 5386.17 311.75 5630.17 261.46 1.909 4 204.52 5391.71 217.80 5386.17 312.15 5631.13 262.50 1.909 5 204.52 5391.71 217.80 5386.17 310.54 5627.28 258.33 1.910 6 204.52 5391.71 217.80 5386.17 308.54 5622.48 253.12 1.910 7 204.52 5391.71 217.80 5386.17 309.34 5624.40 255.21 1.910 8 204.52 5391.71 217.80 5386.17 309.74 5625.36 256.25 1.910 9 204.52 5391.71 217.80 5386.17 308.94 5623.44 254.17 1.910 10 204.52 5391.71 217.80 5386.17 310.14 5626.32 257.29 1.910 11 204.52 5391.71 217.80 5386.17 306.93 5618.63 248.96 1.910 12 204.52 5391.71 217.80 5386.17 308.14 5621.51 252.08 1.910 13 204.52 5391.71 217.80 5386.17 307.33 5619.59 250.00 1.911 14 204.52 5391.71 217.80 5386.17 305.73 5615.74 245.83 1.911 15 204.52 5391.71 217.80 5386.17 307.74 5620.55 251.04 1.911 16 204.52 5391.71 217.80 5386.17 304.93 5613.82 243.75 1.911 17 204.52 5391.71 217.80 5386.17 306.53 5617.67 247.92 1.911 18 204.52 5391.71 217.80 5386.17 306.13 5616.70 246.88 1.911 19 204.52 5391.71 217.80 5386.17 305.33 5614.78 244.79 1.911 20 204.52 5391.71 217.80 5386.17 304.13 5611.90 241.67 1.911 21 204.52 5391.71 217.80 5386.17 303.72 5610.93 240.62 1.911 22 204.52 5391.71 217.80 5386.17 304.53 5612.86 242.71 1.911 23 204.52 5391.71 217.80 5386.17 303.32 5609.97 239.58 1.912 24 204.52 5391.71 217.80 5386.17 302.92 5609.01 238.54 1.912 25 204.52 5391.71 217.80 5386.17 302.52 5608.05 237.50 1.912 26 207.65 5390.40 217.80 5386.17 313.32 5629.56 261.46 2.042 27 207.65 5390.40 217.80 5386.17 312.92 5628.60 260.42 2.042 28 207.65 5390.40 217.80 5386.17 313.72 5630.52 262.50 2.043 29 207.65 5390.40 217.80 5386.17 309.71 5620.90 252.08 2.043 30 207.65 5390.40 217.80 5386.17 310.11 5621.86 253.12 2.043 31 207.65 5390.40 217.80 5386.17 310.51 5622.83 254.17 2.043 32 207.65 5390.40 217.80 5386.17 310.91 5623.79 255.21 2.044 33 207.65 5390.40 217.80 5386.17 312.12 5626.67 258.33 2.044 34 207.65 5390.40 217.80 5386.17 311.72 5625.71 257.29 2.044 35 207.65 5390.40 217.80 5386.17 308.51 5618.02 248.96 2.044 36 207.65 5390.40 217.80 5386.17 311.31 5624.75 256.25 2.044 37 207.65 5390.40 217.80 5386.17 312.52 5627.63 259.38 2.044 38 207.65 5390.40 217.80 5386.17 308.91 5618.98 250.00 2.044 39 207.65 5390.40 217.80 5386.17 307.31 5615.13 245.83 2.044 40 207.65 5390.40 217.80 5386.17 309.31 5619.94 251.04 2.044 41 207.65 5390.40 217.80 5386.17 306.10 5612.25 242.71 2.044 42 207.65 5390.40 217.80 5386.17 308.11 5617.06 247.92 2.044 43 207.65 5390.40 217.80 5386.17 305.70 5611.29 241.67 2.044 44 207.65 5390.40 217.80 5386.17 306.90 5614.17 244.79 2.044 45 207.65 5390.40 217.80 5386.17 304.90 5609.36 239.58 2.044 46 207.65 5390.40 217.80 5386.17 306.50 5613.21 243.75 2.044 47 207.65 5390.40 217.80 5386.17 307.71 5616.09 246.88 2.044 48 207.65 5390.40 217.80 5386.17 305.30 5610.32 240.62 2.045 49 207.65 5390.40 217.80 5386.17 304.50 5608.40 238.54 2.045 50 207.65 5390.40 217.80 5386.17 304.10 5607.44 237.50 2.046 51 204.52 5391.71 220.93 5384.87 313.69 5630.43 262.50 2.056 52 204.52 5391.71 220.93 5384.87 312.88 5628.51 260.42 2.057 53 204.52 5391.71 220.93 5384.87 311.68 5625.62 257.29 2.057 54 204.52 5391.71 220.93 5384.87 310.08 5621.78 253.12 2.057 55 204.52 5391.71 220.93 5384.87 312.08 5626.59 258.33 2.057 56 204.52 5391.71 220.93 5384.87 312.48 5627.55 259.38 2.057 57 204.52 5391.71 220.93 5384.87 310.88 5623.70 255.21 2.057 58 204.52 5391.71 220.93 5384.87 310.48 5622.74 254.17 2.057 59 204.52 5391.71 220.93 5384.87 313.28 5629.47 261.46 2.057 60 204.52 5391.71 220.93 5384.87 308.47 5617.93 248.96 2.057 61 204.52 5391.71 220.93 5384.87 309.67 5620.81 252.08 2.057 62 204.52 5391.71 220.93 5384.87 308.87 5618.89 250.00 2.057 63 204.52 5391.71 220.93 5384.87 308.07 5616.97 247.92 2.057 64 204.52 5391.71 220.93 5384.87 311.28 5624.66 256.25 2.057 65 204.52 5391.71 220.93 5384.87 306.47 5613.12 243.75 2.057 66 204.52 5391.71 220.93 5384.87 309.27 5619.85 251.04 2.057 67 204.52 5391.71 220.93 5384.87 306.87 5614.08 244.79 2.057 68 204.52 5391.71 220.93 5384.87 304.46 5608.31 238.54 2.057 69 204.52 5391.71 220.93 5384.87 307.67 5616.00 246.88 2.057 70 204.52 5391.71 220.93 5384.87 307.27 5615.04 245.83 2.057 71 204.52 5391.71 220.93 5384.87 306.06 5612.16 242.71 2.057 72 204.52 5391.71 220.93 5384.87 305.26 5610.23 240.62 2.057 73 204.52 5391.71 220.93 5384.87 304.06 5607.34 237.50 2.058 74 204.52 5391.71 220.93 5384.87 305.66 5611.19 241.67 2.058 75 204.52 5391.71 220.93 5384.87 304.86 5609.27 239.58 2.058 76 201.40 5391.88 217.80 5386.17 295.48 5635.83 261.46 2.116 77 201.40 5391.88 217.80 5386.17 295.82 5636.81 262.50 2.116 78 201.40 5391.88 217.80 5386.17 295.13 5634.84 260.42 2.116 79 201.40 5391.88 217.80 5386.17 294.79 5633.86 259.38 2.116 80 201.40 5391.88 217.80 5386.17 294.45 5632.87 258.33 2.117 81 201.40 5391.88 217.80 5386.17 294.11 5631.89 257.29 2.117 82 201.40 5391.88 217.80 5386.17 293.76 5630.90 256.25 2.117 83 201.40 5391.88 217.80 5386.17 293.42 5629.92 255.21 2.117 84 201.40 5391.88 217.80 5386.17 293.08 5628.94 254.17 2.117 85 201.40 5391.88 217.80 5386.17 292.74 5627.95 253.12 2.117 86 201.40 5391.88 217.80 5386.17 292.39 5626.97 252.08 2.117 87 201.40 5391.88 217.80 5386.17 292.05 5625.98 251.04 2.117 88 201.40 5391.88 217.80 5386.17 291.37 5624.01 248.96 2.117 89 201.40 5391.88 217.80 5386.17 291.71 5625.00 250.00 2.117 90 201.40 5391.88 217.80 5386.17 290.34 5621.06 245.83 2.117 91 201.40 5391.88 217.80 5386.17 291.02 5623.03 247.92 2.117 92 201.40 5391.88 217.80 5386.17 290.68 5622.04 246.88 2.117 93 201.40 5391.88 217.80 5386.17 290.00 5620.08 244.79 2.118 94 201.40 5391.88 217.80 5386.17 289.65 5619.09 243.75 2.118 95 201.40 5391.88 217.80 5386.17 289.31 5618.11 242.71 2.118 96 201.40 5391.88 217.80 5386.17 288.97 5617.12 241.67 2.118 97 201.40 5391.88 217.80 5386.17 288.63 5616.14 240.62 2.118 98 201.40 5391.88 217.80 5386.17 288.28 5615.15 239.58 2.118 99 201.40 5391.88 217.80 5386.17 287.94 5614.17 238.54 2.118 Critical Failure Surface (circle 1) ------------------------ Intersects: XL: 204.52 YL: 5391.71 XR: 217.80 YR: 5386.17 Centre: XC: 311.34 YC: 5629.21 Radius: R: 260.42 Generated failure surface: (20 points) 204.52 5391.71 205.22 5391.40 205.91 5391.09 206.60 5390.79 207.29 5390.48 207.99 5390.18 208.68 5389.88 209.38 5389.58 210.08 5389.29 210.78 5388.99 211.47 5388.70 212.17 5388.41 212.87 5388.13 213.58 5387.84 214.28 5387.56 214.98 5387.28 215.68 5387.00 216.39 5386.72 217.09 5386.45 217.80 5386.17 Slice Geometry and Properties - Critical Failure Surface (circle 1, 39 slices) -------------------------------------------------------- Slice X-S ------------------- Base --------------------- PoreWater Normal Test X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor 1 204.52 0.00 24.1 0.35 0.38 2 0.00 34.0 0.17 0.00 0.42 0.95 2 204.87 0.01 24.1 0.35 0.38 2 0.00 34.0 0.55 0.00 1.38 0.95 3 205.22 0.01 24.0 0.35 0.38 2 0.00 34.0 0.90 0.00 2.26 0.95 4 205.56 0.01 24.0 0.35 0.38 2 0.00 34.0 1.22 0.00 3.05 0.95 5 205.91 0.02 23.7 0.35 0.38 2 0.00 34.0 1.52 0.00 3.81 0.95 6 206.25 0.02 23.8 0.35 0.38 2 0.00 34.0 1.81 0.00 4.52 0.95 7 206.60 0.02 23.7 0.35 0.38 2 0.00 34.0 2.08 0.00 5.19 0.95 8 206.95 0.02 23.7 0.35 0.38 2 0.00 34.0 2.33 0.00 5.82 0.95 9 207.29 0.03 23.5 0.35 0.38 2 0.00 34.0 2.55 0.00 6.37 0.95 10 207.64 0.03 23.4 0.35 0.38 2 0.00 34.0 2.77 0.00 6.92 0.95 11 207.99 0.03 23.3 0.35 0.38 2 0.00 34.0 2.94 0.00 7.34 0.95 12 208.34 0.03 23.3 0.35 0.38 2 0.00 34.0 3.13 0.00 7.80 0.95 13 208.68 0.03 23.1 0.35 0.38 2 0.00 34.0 3.26 0.00 8.15 0.94 14 209.03 0.03 23.2 0.35 0.38 2 0.00 34.0 3.40 0.00 8.48 0.94 15 209.38 0.04 23.0 0.35 0.38 2 0.00 34.0 3.49 0.00 8.70 0.94 16 209.73 0.04 22.9 0.35 0.38 2 0.00 34.0 3.59 0.00 8.96 0.94 17 210.08 0.04 22.8 0.35 0.38 2 0.00 34.0 3.64 0.00 9.09 0.94 18 210.43 0.04 22.8 0.35 0.38 2 0.00 34.0 3.69 0.00 9.21 0.94 19 210.78 0.04 22.6 0.35 0.38 2 0.00 34.0 3.72 0.00 9.27 0.94 20 211.12 0.04 22.6 0.35 0.38 2 0.00 34.0 3.70 0.00 9.23 0.94 21 211.47 0.04 22.5 0.35 0.38 2 0.00 34.0 3.69 0.00 9.19 0.94 22 211.82 0.04 22.4 0.35 0.38 2 0.00 34.0 3.65 0.00 9.11 0.94 23 212.17 0.03 22.3 0.25 0.27 2 0.00 34.0 2.58 0.00 8.99 0.94 24 212.42 0.03 22.3 0.25 0.28 1 0.00 45.0 2.71 0.00 8.77 0.89 25 212.68 0.02 22.3 0.20 0.21 1 0.00 45.0 2.16 0.00 9.11 0.89 26 212.87 0.03 22.1 0.35 0.38 1 0.00 45.0 3.79 0.00 8.90 0.89 27 213.22 0.03 22.1 0.35 0.38 1 0.00 45.0 3.65 0.00 8.59 0.89 28 213.58 0.03 22.0 0.35 0.38 1 0.00 45.0 3.49 0.00 8.20 0.89 29 213.93 0.03 22.0 0.35 0.38 1 0.00 45.0 3.30 0.00 7.76 0.89 30 214.28 0.03 21.8 0.35 0.38 1 0.00 45.0 3.10 0.00 7.28 0.89 31 214.63 0.03 21.8 0.35 0.38 1 0.00 45.0 2.87 0.00 6.75 0.89 32 214.98 0.02 21.6 0.35 0.38 1 0.00 45.0 2.63 0.00 6.18 0.89 33 215.33 0.02 21.6 0.35 0.38 1 0.00 45.0 2.34 0.00 5.51 0.89 34 215.68 0.02 21.5 0.35 0.38 1 0.00 45.0 2.06 0.00 4.85 0.89 35 216.04 0.02 21.4 0.35 0.38 1 0.00 45.0 1.72 0.00 4.05 0.89 36 216.39 0.01 21.3 0.35 0.38 1 0.00 45.0 1.38 0.00 3.26 0.89 37 216.74 0.01 21.3 0.35 0.38 1 0.00 45.0 1.02 0.00 2.41 0.89 38 217.09 0.01 21.2 0.35 0.38 1 0.00 45.0 0.64 0.00 1.52 0.89 39 217.45 0.00 21.1 0.35 0.38 1 0.00 45.0 0.21 0.00 0.49 0.89 -------- ------- ---------- X-S Area: 0.95 Path Length: 14.38 X-S Weight: 97.46 ———————————————————————————————————————————————————————————————————————————————————————————————— 3. Analysis 3 - Cross Section 1 - Reclaimed Slope with Groundwater Material Properties (2 materials) ------------------- Material: 1 (Mohr-Coulomb Isotropic) - Sand and gravel, mixed grain size 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: 62.400 Material Profiles (2 profiles) ----------------- Profile: 1 (3 points) Material beneath: 2 - Loose sand, mixed grain size 0.00 5389.52 204.04 5391.91 348.51 5390.21 Profile: 2 (3 points) Material beneath: 1 - Sand and gravel, mixed grain size 0.04 5386.02 204.04 5388.41 348.47 5386.71 Slope Surface (6 points) ------------- 0.00 5389.52 204.04 5391.91 233.84 5386.99 254.98 5379.99 274.04 5370.00 348.51 5370.00 Phreatic Surface (2 points) ---------------- 0.00 5385.00 400.00 5385.00 Failure Surface --------------- Initial circular surface for critical search defined by: XL,XR,R Intersects: XL: 189.90 YL: 5391.74 XR: 273.40 YR: 5370.34 Centre: XC: 292.81 YC: 5619.58 Radius: R: 250.00 Variable Restraints ------------------- Parameter descriptor: XL XR R Range of variation: 54.50 100.00 25.00 Trial positions within range: 25 25 25 - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - - -- -- -- -- -- -- -- -- - RESULTS: Analysis 3 - Cross Section 1 - Reclaimed Slope with Groundwater Bishop Simplified Method of Analysis - Circular Failure Surface --------------------------------------------------------------- Critical Failure Surface Search using Multiple Circle Generation Techniques Initial failure surface approximation - Factor of Safety: 3.613 Analysis Summary ¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯¯ There were: 11084 successful analyses from a total of 15625 trial failure surfaces 4541 analyses terminated due to unacceptable geometry Critical (minimum) Factor of Safety: 2.78 —————————————————————————————————————————— Results Summary - Lowest 99 Factor of Safety circles ---------------------------------------------------- Circle X-Left Y-Left X-Right Y-Right X-Centre Y-Centre Radius FoS 1 217.15 5389.75 273.40 5370.34 322.14 5602.78 237.50 2.779 <-- Critical Surface 2 217.15 5389.75 273.40 5370.34 322.48 5603.77 238.54 2.780 3 217.15 5389.75 273.40 5370.34 322.82 5604.77 239.58 2.780 4 217.15 5389.75 273.40 5370.34 323.16 5605.76 240.62 2.780 5 217.15 5389.75 273.40 5370.34 323.51 5606.75 241.67 2.780 6 217.15 5389.75 273.40 5370.34 323.85 5607.74 242.71 2.781 7 217.15 5389.75 273.40 5370.34 324.19 5608.73 243.75 2.781 8 217.15 5389.75 273.40 5370.34 324.53 5609.73 244.79 2.781 9 217.15 5389.75 273.40 5370.34 324.88 5610.72 245.83 2.781 10 217.15 5389.75 273.40 5370.34 325.22 5611.71 246.88 2.782 11 217.15 5389.75 273.40 5370.34 325.56 5612.70 247.92 2.782 12 217.15 5389.75 273.40 5370.34 325.90 5613.69 248.96 2.782 13 217.15 5389.75 273.40 5370.34 326.24 5614.69 250.00 2.782 14 217.15 5389.75 273.40 5370.34 326.59 5615.68 251.04 2.783 15 217.15 5389.75 273.40 5370.34 326.93 5616.67 252.08 2.783 16 217.15 5389.75 273.40 5370.34 327.27 5617.66 253.12 2.783 17 217.15 5389.75 273.40 5370.34 327.61 5618.65 254.17 2.783 18 217.15 5389.75 273.40 5370.34 327.96 5619.64 255.21 2.784 19 217.15 5389.75 273.40 5370.34 328.30 5620.64 256.25 2.784 20 217.15 5389.75 273.40 5370.34 328.64 5621.63 257.29 2.784 21 217.15 5389.75 273.40 5370.34 328.98 5622.62 258.33 2.784 22 217.15 5389.75 273.40 5370.34 329.32 5623.61 259.38 2.784 23 217.15 5389.75 273.40 5370.34 329.67 5624.60 260.42 2.785 24 217.15 5389.75 273.40 5370.34 330.01 5625.59 261.46 2.785 25 217.15 5389.75 273.40 5370.34 330.35 5626.58 262.50 2.785 26 214.88 5390.12 273.40 5370.34 319.56 5603.31 237.50 2.830 27 214.88 5390.12 273.40 5370.34 319.90 5604.30 238.54 2.831 28 214.88 5390.12 273.40 5370.34 320.23 5605.30 239.58 2.831 29 214.88 5390.12 273.40 5370.34 320.57 5606.29 240.62 2.831 30 214.88 5390.12 273.40 5370.34 320.91 5607.29 241.67 2.831 31 214.88 5390.12 273.40 5370.34 321.24 5608.28 242.71 2.832 32 214.88 5390.12 273.40 5370.34 321.58 5609.28 243.75 2.832 33 214.88 5390.12 273.40 5370.34 321.91 5610.27 244.79 2.832 34 214.88 5390.12 273.40 5370.34 322.25 5611.27 245.83 2.832 35 214.88 5390.12 273.40 5370.34 322.59 5612.26 246.88 2.833 36 214.88 5390.12 273.40 5370.34 322.92 5613.26 247.92 2.833 37 214.88 5390.12 273.40 5370.34 323.26 5614.25 248.96 2.833 38 214.88 5390.12 273.40 5370.34 323.60 5615.24 250.00 2.833 39 214.88 5390.12 273.40 5370.34 323.93 5616.24 251.04 2.834 40 214.88 5390.12 273.40 5370.34 324.27 5617.23 252.08 2.834 41 214.88 5390.12 273.40 5370.34 324.60 5618.23 253.12 2.834 42 214.88 5390.12 273.40 5370.34 324.94 5619.22 254.17 2.834 43 214.88 5390.12 273.40 5370.34 325.28 5620.22 255.21 2.835 44 214.88 5390.12 273.40 5370.34 325.61 5621.21 256.25 2.835 45 214.88 5390.12 273.40 5370.34 325.95 5622.20 257.29 2.835 46 214.88 5390.12 273.40 5370.34 326.28 5623.20 258.33 2.835 47 214.88 5390.12 273.40 5370.34 326.62 5624.19 259.38 2.836 48 214.88 5390.12 273.40 5370.34 326.96 5625.19 260.42 2.836 49 214.88 5390.12 273.40 5370.34 327.29 5626.18 261.46 2.836 50 214.88 5390.12 273.40 5370.34 327.63 5627.17 262.50 2.836 51 212.61 5390.50 273.40 5370.34 317.08 5603.78 237.50 2.880 52 212.61 5390.50 273.40 5370.34 317.41 5604.78 238.54 2.880 53 212.61 5390.50 273.40 5370.34 317.74 5605.78 239.58 2.880 54 212.61 5390.50 273.40 5370.34 318.07 5606.78 240.62 2.880 55 212.61 5390.50 273.40 5370.34 318.40 5607.77 241.67 2.881 56 212.61 5390.50 273.40 5370.34 318.73 5608.77 242.71 2.881 57 212.61 5390.50 273.40 5370.34 319.06 5609.77 243.75 2.881 58 212.61 5390.50 273.40 5370.34 319.39 5610.77 244.79 2.881 59 212.61 5390.50 273.40 5370.34 319.73 5611.76 245.83 2.882 60 212.61 5390.50 273.40 5370.34 320.06 5612.76 246.88 2.882 61 212.61 5390.50 273.40 5370.34 320.39 5613.76 247.92 2.882 62 212.61 5390.50 273.40 5370.34 320.72 5614.76 248.96 2.882 63 212.61 5390.50 273.40 5370.34 321.05 5615.75 250.00 2.883 64 212.61 5390.50 273.40 5370.34 321.38 5616.75 251.04 2.883 65 212.61 5390.50 273.40 5370.34 321.71 5617.75 252.08 2.883 66 212.61 5390.50 273.40 5370.34 322.04 5618.74 253.12 2.883 67 212.61 5390.50 273.40 5370.34 322.37 5619.74 254.17 2.884 68 212.61 5390.50 273.40 5370.34 322.70 5620.74 255.21 2.884 69 212.61 5390.50 273.40 5370.34 323.03 5621.73 256.25 2.884 70 212.61 5390.50 273.40 5370.34 323.36 5622.73 257.29 2.884 71 212.61 5390.50 273.40 5370.34 323.69 5623.73 258.33 2.885 72 212.61 5390.50 273.40 5370.34 324.02 5624.72 259.38 2.885 73 212.61 5390.50 273.40 5370.34 324.35 5625.72 260.42 2.885 74 212.61 5390.50 273.40 5370.34 324.68 5626.71 261.46 2.885 75 212.61 5390.50 273.40 5370.34 325.01 5627.71 262.50 2.886 76 217.15 5389.75 269.23 5372.52 317.27 5605.11 237.50 2.900 77 217.15 5389.75 269.23 5372.52 317.60 5606.11 238.54 2.900 78 217.15 5389.75 269.23 5372.52 317.93 5607.10 239.58 2.900 79 217.15 5389.75 269.23 5372.52 318.26 5608.10 240.62 2.901 80 217.15 5389.75 269.23 5372.52 318.59 5609.09 241.67 2.901 81 217.15 5389.75 269.23 5372.52 318.92 5610.09 242.71 2.901 82 217.15 5389.75 269.23 5372.52 319.25 5611.08 243.75 2.901 83 217.15 5389.75 269.23 5372.52 319.57 5612.08 244.79 2.902 84 217.15 5389.75 269.23 5372.52 319.90 5613.07 245.83 2.902 85 217.15 5389.75 269.23 5372.52 320.23 5614.07 246.88 2.902 86 217.15 5389.75 269.23 5372.52 320.56 5615.06 247.92 2.903 87 217.15 5389.75 269.23 5372.52 320.89 5616.06 248.96 2.903 88 217.15 5389.75 269.23 5372.52 321.22 5617.05 250.00 2.903 89 217.15 5389.75 269.23 5372.52 321.55 5618.05 251.04 2.903 90 217.15 5389.75 269.23 5372.52 321.88 5619.04 252.08 2.904 91 217.15 5389.75 269.23 5372.52 322.21 5620.04 253.12 2.904 92 217.15 5389.75 269.23 5372.52 322.54 5621.03 254.17 2.904 93 217.15 5389.75 269.23 5372.52 322.87 5622.03 255.21 2.904 94 217.15 5389.75 269.23 5372.52 323.19 5623.02 256.25 2.905 95 217.15 5389.75 269.23 5372.52 323.52 5624.02 257.29 2.905 96 217.15 5389.75 269.23 5372.52 323.85 5625.01 258.33 2.905 97 217.15 5389.75 269.23 5372.52 324.18 5626.01 259.38 2.906 98 217.15 5389.75 269.23 5372.52 324.51 5627.00 260.42 2.906 99 217.15 5389.75 269.23 5372.52 324.84 5628.00 261.46 2.906 Critical Failure Surface (circle 1) ------------------------ Intersects: XL: 217.15 YL: 5389.75 XR: 273.40 YR: 5370.34 Centre: XC: 322.14 YC: 5602.78 Radius: R: 237.50 Generated failure surface: (20 points) 217.15 5389.75 219.98 5388.38 222.82 5387.04 225.68 5385.75 228.56 5384.49 231.45 5383.28 234.36 5382.10 237.29 5380.95 240.23 5379.85 243.18 5378.79 246.15 5377.76 249.13 5376.78 252.13 5375.83 255.13 5374.93 258.15 5374.06 261.18 5373.24 264.22 5372.45 267.27 5371.71 270.33 5371.00 273.40 5370.34 Slice Geometry and Properties - Critical Failure Surface (circle 1, 42 slices) -------------------------------------------------------- Slice X-S ------------------- Base --------------------- PoreWater Normal Test X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor 1 217.15 0.32 25.9 1.41 1.57 2 0.00 34.0 31.55 0.00 19.98 0.99 2 218.56 0.96 25.9 1.41 1.57 2 0.00 34.0 94.80 0.00 60.04 0.99 3 219.98 0.32 25.1 0.34 0.37 2 0.00 34.0 31.74 0.00 84.83 0.99 4 220.31 1.50 25.1 1.25 1.38 1 0.00 45.0 152.26 0.00 103.92 0.95 5 221.57 1.97 25.1 1.25 1.38 1 0.00 45.0 207.37 0.00 141.55 0.94 6 222.82 2.82 24.3 1.43 1.57 1 0.00 45.0 302.06 0.00 181.61 0.94 7 224.25 3.41 24.4 1.43 1.57 1 0.00 45.0 370.19 0.00 222.55 0.94 8 225.68 3.26 23.6 1.19 1.29 1 0.00 45.0 357.65 0.00 260.44 0.94 9 226.87 1.58 23.6 0.53 0.58 1 0.00 45.0 174.21 0.00 283.47 0.94 10 227.40 3.72 23.6 1.16 1.27 1 0.00 45.0 409.66 19.97 307.40 0.94 11 228.56 5.14 22.8 1.45 1.57 1 0.00 45.0 565.67 79.45 346.16 0.94 12 230.01 5.68 22.8 1.45 1.57 1 0.00 45.0 624.51 139.05 386.47 0.94 13 231.45 5.08 22.1 1.19 1.29 1 0.00 45.0 558.47 158.08 423.81 0.94 14 232.65 5.42 22.1 1.19 1.29 1 0.00 45.0 596.11 196.96 455.21 0.94 15 233.84 2.46 22.1 0.52 0.56 1 0.00 45.0 270.16 98.42 473.59 0.94 16 234.36 6.97 21.3 1.46 1.57 1 0.00 45.0 766.60 312.45 484.12 0.94 17 235.82 7.10 21.3 1.46 1.57 1 0.00 45.0 780.50 368.41 496.81 0.94 18 237.29 6.31 20.6 1.28 1.37 1 0.00 45.0 693.84 365.98 508.89 0.94 19 238.57 6.38 20.5 1.28 1.37 1 0.00 45.0 701.77 406.97 517.92 0.94 20 239.85 1.89 20.6 0.38 0.40 1 0.00 45.0 208.09 127.65 527.06 0.94 21 240.23 7.45 19.8 1.48 1.57 1 0.00 45.0 819.54 530.32 550.32 0.94 22 241.71 7.51 19.8 1.48 1.57 1 0.00 45.0 826.52 582.46 585.34 0.94 23 243.18 7.60 19.0 1.48 1.57 1 0.00 45.0 835.52 633.58 620.22 0.94 24 244.67 7.63 19.0 1.48 1.57 1 0.00 45.0 839.02 683.81 653.13 0.94 25 246.15 7.68 18.3 1.49 1.57 1 0.00 45.0 844.27 732.91 685.89 0.94 26 247.64 7.67 18.3 1.49 1.57 1 0.00 45.0 844.11 781.25 716.57 0.94 27 249.13 7.69 17.5 1.50 1.57 1 0.00 45.0 845.71 828.47 747.19 0.94 28 250.63 7.65 17.5 1.50 1.57 1 0.00 45.0 841.93 874.77 775.71 0.94 29 252.13 7.25 16.8 1.43 1.49 1 0.00 45.0 797.12 872.17 803.46 0.94 30 253.55 7.19 16.8 1.43 1.49 1 0.00 45.0 790.46 912.21 828.43 0.94 31 254.98 7.66 16.1 1.59 1.65 1 0.00 45.0 842.43 1056.03 848.19 0.94 32 256.57 7.06 16.0 1.59 1.65 1 0.00 45.0 776.84 1102.52 860.45 0.94 33 258.15 6.17 15.3 1.51 1.57 1 0.00 45.0 679.01 1091.80 872.04 0.94 34 259.67 5.60 15.2 1.51 1.57 1 0.00 45.0 615.46 1132.11 881.27 0.94 35 261.18 5.02 14.5 1.52 1.57 1 0.00 45.0 551.99 1171.68 890.04 0.94 36 262.70 4.41 14.5 1.52 1.57 1 0.00 45.0 484.55 1210.24 897.03 0.94 37 264.22 3.79 13.7 1.53 1.57 1 0.00 45.0 416.54 1247.67 903.35 0.95 38 265.75 3.14 13.7 1.53 1.57 1 0.00 45.0 344.95 1284.27 907.92 0.95 39 267.27 2.48 13.0 1.53 1.57 1 0.00 45.0 272.33 1319.80 911.73 0.95 40 268.80 1.79 13.0 1.53 1.57 1 0.00 45.0 196.65 1354.33 913.96 0.95 41 270.33 1.09 12.2 1.53 1.57 1 0.00 45.0 119.50 1387.85 915.22 0.95 42 271.87 0.36 12.2 1.53 1.57 1 0.00 45.0 39.89 1420.31 915.15 0.95 -------- ------- ---------- X-S Area: 196.14 Path Length: 59.66 X-S Weight: 21521.56 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