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 Bench Static.gar
84 269.04 4621.91 384.00 4653.50 240.09 4952.28 331.63 2.305
85 270.62 4622.44 384.00 4653.50 236.70 4968.74 347.96 2.305
86 267.46 4621.39 384.00 4653.50 245.73 4927.76 307.14 2.305
87 266.94 4621.30 384.00 4653.50 244.50 4931.71 311.22 2.305
88 269.57 4622.09 384.00 4653.50 239.32 4956.44 335.71 2.305
89 267.46 4621.39 384.00 4653.50 242.42 4939.79 319.39 2.305
90 270.09 4622.27 384.00 4653.50 238.56 4960.59 339.80 2.305
91 270.62 4622.44 384.00 4653.50 237.25 4966.75 345.92 2.305
92 268.52 4621.74 384.00 4653.50 241.41 4946.12 325.51 2.305
93 269.04 4621.91 384.00 4653.50 240.64 4950.28 329.59 2.305
94 266.94 4621.30 384.00 4653.50 242.85 4937.73 317.35 2.306
95 269.57 4622.09 384.00 4653.50 239.87 4954.44 333.67 2.306
96 267.99 4621.56 384.00 4653.50 242.19 4941.96 321.43 2.306
97 267.46 4621.39 384.00 4653.50 245.18 4929.77 309.18 2.306
98 270.62 4622.44 384.00 4653.50 237.79 4964.75 343.88 2.306
99 266.94 4621.30 384.00 4653.50 243.95 4933.72 313.27 2.306
Critical Failure Surface (circle 1)
------------------------
Intersects: XL: 266.94 YL: 4621.30 XR: 384.00 YR: 4653.50
Centre: XC: 234.04 YC: 4969.75 Radius: R: 350.00
Generated failure surface: (20 points)
266.94 4621.30 273.33 4621.96 279.70 4622.74 286.06 4623.63 292.40 4624.65
298.72 4625.78 305.03 4627.02 311.30 4628.38 317.55 4629.86 323.78 4631.45
329.97 4633.15 336.13 4634.97 342.25 4636.90 348.34 4638.94 354.39 4641.09
360.40 4643.35 366.37 4645.73 372.30 4648.21 378.17 4650.80 384.00 4653.50
Slice Geometry and Properties - Critical Failure Surface (circle 1, 41 slices)
--------------------------------------------------------
Slice X-S ------------ Base --------------------- PoreWater Normal Test
X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor
1 266.94 0.91 5.9 3.19 3.21 1 0.00 35.0 113.47 0.00 34.44 0.97
2 270.13 3.25 5.9 3.19 3.21 1 0.00 35.0 406.69 0.00 123.42 0.97
3 273.33 5.49 7.0 3.19 3.21 1 0.00 35.0 686.58 0.00 207.66 0.97
4 276.51 7.64 7.0 3.19 3.21 1 0.00 35.0 954.88 0.00 288.79 0.97
5 279.70 9.67 8.0 3.18 3.21 1 0.00 35.0 1208.34 0.00 364.36 0.97
6 282.88 11.62 8.0 3.18 3.21 1 0.00 35.0 1452.11 0.00 437.88 0.97
7 286.06 13.43 9.1 3.17 3.21 1 0.00 35.0 1678.81 0.00 504.86 0.97
8 289.23 15.18 9.1 3.17 3.21 1 0.00 35.0 1897.50 0.00 570.63 0.97
9 292.40 16.78 10.1 3.16 3.21 1 0.00 35.0 2097.77 0.00 629.32 0.96
10 295.56 18.33 10.1 3.16 3.21 1 0.00 35.0 2291.28 0.00 687.41 0.96
11 298.72 19.72 11.2 3.15 3.21 1 0.00 35.0 2464.46 0.00 737.91 0.96
12 301.88 21.07 11.2 3.15 3.21 1 0.00 35.0 2633.29 0.00 788.42 0.96
13 305.03 22.23 12.2 3.14 3.21 1 0.00 35.0 2779.29 0.00 830.72 0.96
14 308.16 23.39 12.2 3.14 3.21 1 0.00 35.0 2923.53 0.00 873.84 0.96
15 311.30 23.13 13.3 2.97 3.05 1 0.00 35.0 2891.61 0.00 907.37 0.96
16 314.28 24.00 13.3 2.97 3.05 1 0.00 35.0 2999.58 0.00 941.25 0.96
17 317.25 27.25 14.2 3.26 3.37 1 0.00 35.0 3415.29 0.00 971.45 0.96
18 320.51 28.08 14.3 3.26 3.37 1 0.00 35.0 3537.07 0.00 1005.52 0.96
19 323.78 24.06 15.4 2.73 2.83 1 0.00 35.0 3043.39 0.00 1028.55 0.96
20 326.51 24.50 15.4 2.73 2.83 1 0.00 35.0 3110.45 0.00 1051.23 0.96
21 329.24 6.64 15.4 0.73 0.76 1 0.00 35.0 845.20 0.00 1064.89 0.96
22 329.97 28.20 16.4 3.08 3.21 1 0.00 35.0 3586.40 0.00 1068.45 0.96
23 333.05 28.57 16.4 3.08 3.21 1 0.00 35.0 3632.31 0.00 1082.07 0.96
24 336.13 28.68 17.5 3.06 3.21 1 0.00 35.0 3645.88 0.00 1086.13 0.96
25 339.19 28.85 17.5 3.06 3.21 1 0.00 35.0 3667.75 0.00 1092.65 0.96
26 342.25 31.12 18.5 3.29 3.47 1 0.00 35.0 3955.78 0.00 1089.47 0.96
27 345.55 15.76 18.5 1.67 1.76 4 50.00 24.0 2000.50 0.00 1118.88 0.99
28 347.22 10.63 18.5 1.13 1.19 4 50.00 24.0 1348.34 0.00 1117.38 0.99
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