2023-01-10_PERMIT FILE - M2023001 ‎(25)‎

• Permit No: M2023001
• IBM Index Class Name: Permit File
• Doc Date: 1/10/2023
• Doc Name Note: Appendix C - Stability Analysis Data
• Doc Name: Application
• From: J-2 Contracting Company
• To: DRMS
• Email Name: PSH
• Email Name: JLE
• Media Type: D
• Archive: No

Sunset Case 1 to Bottom Static.gar
84 64.82 4564.45 384.53 4653.50 61.14 5196.07 631.63 2.337
85 64.82 4564.45 385.58 4653.50 59.94 5204.22 639.80 2.337
86 65.35 4564.62 384.53 4653.50 57.47 5210.49 645.92 2.337
87 64.82 4564.45 385.58 4653.50 60.50 5202.19 637.76 2.337
88 65.87 4564.80 384.00 4653.50 62.33 5192.34 627.55 2.337
89 64.29 4564.27 385.05 4653.50 56.28 5214.22 650.00 2.337
90 64.82 4564.45 385.58 4653.50 61.07 5200.15 635.71 2.337
91 65.35 4564.62 384.53 4653.50 58.03 5208.46 643.88 2.337
92 64.82 4564.45 385.58 4653.50 61.64 5198.11 633.67 2.337
93 64.82 4564.45 384.53 4653.50 61.71 5194.03 629.59 2.337
94 65.35 4564.62 384.00 4653.50 65.45 5179.93 615.31 2.337
95 64.29 4564.27 385.05 4653.50 56.85 5212.19 647.96 2.337
96 65.87 4564.80 384.00 4653.50 62.90 5190.30 625.51 2.337
97 64.82 4564.45 385.58 4653.50 62.20 5196.07 631.63 2.337
98 65.35 4564.62 384.53 4653.50 58.60 5206.42 641.84 2.337
99 64.29 4564.27 385.05 4653.50 57.41 5210.15 645.92 2.337
Critical Failure Surface (circle 1)
------------------------
Intersects: XL: 63.77 YL: 4564.09 XR: 384.00 YR: 4653.50
Centre: XC: 54.91 YC: 5214.03 Radius: R: 650.00
Generated failure surface: (20 points)
63.77 4564.09 81.46 4564.58 99.13 4565.54 116.76 4566.98 134.35 4568.91
151.88 4571.31 169.34 4574.19 186.72 4577.54 203.99 4581.36 221.16 4585.65
238.20 4590.41 255.11 4595.63 271.87 4601.31 288.47 4607.44 304.89 4614.03
321.13 4621.05 337.17 4628.52 353.01 4636.42 368.62 4644.75 384.00 4653.50
Slice Geometry and Properties - Critical Failure Surface (circle 1, 43 slices)
--------------------------------------------------------
Slice X-S ------------------- Base --------------------- PoreWater Normal Test
X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor
1 63.77 12.04 1.6 8.84 8.85 1 0.00 35.0 1505.55 0.00 168.85 0.99
2 72.61 36.14 1.6 8.84 8.85 1 0.00 35.0 4517.73 0.00 506.67 0.99
3 81.46 59.09 3.1 8.83 8.85 1 0.00 35.0 7386.10 0.00 822.61 0.99
4 90.29 81.00 3.1 8.83 8.85 1 0.00 35.0 10124.76 0.00 1127.60 0.99
5 99.13 101.63 4.7 8.82 8.85 1 0.00 35.0 12704.24 0.00 1406.21 0.98
6 107.94 121.34 4.7 8.82 8.85 1 0.00 35.0 15167.04 0.00 1678.78 0.98
7 116.76 139.58 6.2 8.80 8.85 1 0.00 35.0 17447.98 0.00 1920.80 0.97
8 125.56 157.06 6.2 8.80 8.85 1 0.00 35.0 19632.27 0.00 2161.26 0.97
9 134.35 172.85 7.8 8.77 8.85 1 0.00 35.0 21606.74 0.00 2367.67 0.97
10 143.12 188.09 7.8 8.77 8.85 1 0.00 35.0 23511.32 0.00 2576.38 0.97
11 151.88 201.40 9.4 8.73 8.85 1 0.00 35.0 25174.76 0.00 2747.90 0.97
12 160.61 214.39 9.4 8.73 8.85 1 0.00 35.0 26798.80 0.00 2925.17 0.97
13 169.34 225.18 10.9 8.69 8.85 1 0.00 35.0 28146.91 0.00 3062.80 0.96
14 178.03 235.92 10.9 8.69 8.85 1 0.00 35.0 29489.49 0.00 3208.84 0.96
15 186.72 244.18 12.5 8.64 8.85 1 0.00 35.0 30522.63 0.00 3313.36 0.96
16 195.36 252.68 12.5 8.64 8.85 1 0.00 35.0 31585.55 0.00 3428.80 0.96
17 203.99 258.43 14.0 8.58 8.85 1 0.00 35.0 32304.02 0.00 3500.95 0.96
18 212.58 264.71 14.0 8.58 8.85 1 0.00 35.0 33089.26 0.00 3586.12 0.96
19 221.16 212.55 15.6 6.77 7.03 1 0.00 35.0 26568.58 0.00 3621.19 0.96
20 227.93 215.12 15.6 6.77 7.03 1 0.00 35.0 26889.64 0.00 3664.87 0.96
21 234.70 110.04 15.6 3.50 3.64 1 0.00 35.0 13755.41 0.00 3623.11 0.96
22 238.20 221.65 17.2 7.50 7.85 1 0.00 35.0 27706.38 0.00 3382.46 0.96
23 245.70 83.43 17.2 3.00 3.14 3 0.00 45.0 9177.00 853.99 2733.39 0.92
24 248.70 169.29 17.2 6.41 6.71 1 0.00 35.0 21161.65 11034.38 3160.59 0.96
25 255.11 148.07 18.7 6.04 6.38 1 0.00 35.0 18508.60 9694.70 2919.57 0.96
26 261.16 136.28 18.7 6.04 6.38 1 0.00 35.0 17034.97 8878.89 2686.49 0.96
27 267.20 100.66 18.7 4.67 4.93 1 0.00 35.0 12582.73 6300.20 2563.98 0.96
28 271.87 177.58 20.3 8.30 8.85 1 0.00 35.0 22197.55 10022.98 2520.83 0.96
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