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 EQ.gar
80 64.82 4564.45 386.11 4653.50 61.04 5202.19 637.76 1.833
81 65.87 4564.80 3B4.00 4653.50 57.79 5208.63 643.88 1.833
82 65.35 4564.62 385.58 4653.50 57.97 5212.54 647.96 1.833
83 65.35 4564.62 384.53 4653.50 56.90 5212.53 647.96 1.833
84 65.35 4564.62 385.58 4653.50 58.54 5210.51 645.92 1.833
85 65.87 4564.80 384.00 4653.50 58.36 5206.59 641.84 1.833
86 64.82 4564.45 3B6.11 4653.50 61.60 5200.15 635.71 1.833
87 65.35 4564.62 385.58 4653.50 59.10 5208.47 643.8E 1.833
88 65.35 4564.62 384.00 4653.50 62.04 5192.17 627.55 1.833
89 65.87 4564.80 384.00 4653.50 58.92 5204.56 639.80 1.833
90 64.82 4564.45 386.63 4653.50 58.19 5214.41 650.00 1.833
91 64.82 4564.45 384.53 4653.50 59.44 5202.18 637.76 1.833
92 65.87 4564.80 384.00 4653.50 59.49 5202.52 637.76 1.833
93 65.35 4564.62 385.58 4653.50 59.67 5206.43 641.84 1.833
94 64.82 4564.45 386.11 4653.50 62.17 5198.11 633.67 1.833
95 64.82 4564.45 386.63 4653.50 58.75 5212.3E 647.96 1.833
96 65.35 4564.62 384.53 4653.50 57.47 5210.49 645.92 1.833
97 65.35 4564.62 385.58 4653.50 60.23 5204.40 639.B0 1.833
98 65.87 4564.80 384.00 4653.50 60.06 5200.49 635.71 1.833
99 64.29 4564.27 385.05 4653.50 56.28 5214.22 650.00 1.833
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 0.00 168.47 0.99
2 72.61 36.14 1.6 8.84 8.85 1 0.00 35.0 4517.73 0.00 505.54 0.99
3 81.46 59.09 3.1 8.83 8.85 1 0.00 35.0 7386.10 0.00 819.00 0.98
4 90.29 81.00 3.1 8.83 8.85 1 0.00 35.0 10124.76 0.00 1122.65 0.98
5 99.13 101.63 4.7 8.82 8.85 1 0.00 35.0 12704.24 0.00 1397.03 0.97
6 107.94 121.34 4.7 8.82 8.85 1 0.00 35.0 15167.04 0.00 1667.82 0.97
7 116.76 139.58 6.2 8.80 8.85 1 0.00 35.0 17447.98 0.00 1904.22 0.97
8 125.56 157.06 6.2 8.80 8.85 1 0.00 35.0 19632.27 0.00 2142.60 0.97
9 134.35 172.85 7.8 8.77 8.85 1 0.00 35.0 21606.74 0.00 2342.32 0.96
10 143.12 188.09 7.8 8.77 8.85 1 0.00 35.0 23511.32 0.00 2548.80 0.96
11 151.88 201.40 9.4 8.73 8.85 1 0.00 35.0 25174.76 0.00 2712.86 0.95
12 160.61 214.39 9.4 8.73 8.85 1 0.00 35.0 26798.80 0.00 2887.87 0.95
13 169.34 225.18 10.9 8.69 8.85 1 0.00 35.0 28146.91 0.00 3017.55 0.95
14 178.03 235.92 10.9 8.69 8.85 1 0.00 35.0 29489.49 0.00 3161.42 0.95
15 186.72 244.18 12.5 8.64 8.85 1 0.00 35.0 30522.63 0.00 3257.75 0.94
16 195.36 252.68 12.5 8.64 8.85 1 0.00 35.0 31585.55 0.00 3371.26 0.94
17 203.99 258.43 14.0 8.58 8.85 1 0.00 35.0 32304.02 0.00 3435.23 0.94
18 212.58 264.71 14.0 8.58 8.85 1 0.00 35.0 33089.26 0.00 3518.81 0.94
19 221.16 212.55 15.6 6.77 7.03 1 0.00 35.0 26568.58 0.00 3546.06 0.94
20 227.93 215.12 15.6 6.77 7.03 1 0.00 35.0 26889.64 0.00 3588.82 0.94
21 234.70 110.04 15.6 3.50 3.64 1 0.00 35.0 13755.41 0.00 3547.95 0.94
22 238.20 221.65 17.2 7.50 7.85 1 0.00 35.0 27706.38 0.00 3305.65 0.94
23 245.70 83.43 17.2 3.00 3.14 3 0.00 45.0 9177.00 853.99 2657.00 0.90
24 248.70 169.29 17.2 6.41 6.71 1 0.00 35.0 21161.65 11034.38 3126.16 0.94
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