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 EQ.gar
80 270.62 4622.44 384.00 4653.50 238.89 4960.75 339.80 1.826
81 267.99 4621.56 384.00 4653.50 239.99 4949.96 329.59 1.826
82 266.94 4621.30 3B4.00 4653.50 240.09 4947.74 327.55 1.826
83 271.15 4622.62 384.00 4653.50 238.68 4962.91 341.84 1.826
84 267.46 4621.39 384.00 4653.50 240.21 4947.80 327.55 1.826
85 271.67 4622.79 384.00 4653.50 238.47 4965.06 343.88 1.827
86 269.57 4622.09 384.00 4653.50 239.87 4954.44 333.67 1.827
87 270.09 4622.27 384.00 4653.50 239.65 4956.60 335.71 1.827
B8 269.04 4621.91 384.00 4653.50 240.09 4952.28 331.63 1.827
89 268.52 4621.74 384.00 4653.50 240.31 4950.12 329.59 1.827
90 270.62 4622.44 384.00 4653.50 239.44 4958.75 337.76 1.827
91 271.15 4622.62 384.00 4653.50 239.22 4960.91 339.80 1.827
92 267.99 4621.56 384.00 4653.50 240.54 4947.96 327.55 1.827
93 266.94 4621.30 384.00 4653.50 240.64 4945.74 325.51 1.827
94 271.67 4622.79 384.00 4653.50 239.01 4963.07 341.84 1.827
95 267.46 4621.39 384.00 4653.50 240.76 4945.80 325.51 1.827
96 272.20 4622.97 384.00 4653.50 237.17 4971.21 350.00 1.827
97 269.57 4622.09 3B4.00 4653.50 240.42 4952.44 331.63 1.827
98 270.09 4622.27 384.00 4653.50 240.20 4954.60 333.67 1.827
99 270.62 4622.44 384.00 4653.50 239.98 4956.75 335.71 1.827
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 34.16 0.97
2 270.13 3.25 5.9 3.19 3.21 1 0.00 35.0 406.69 0.00 122.44 0.97
3 273.33 5.49 7.0 3.19 3.21 1 0.00 35.0 686.58 0.00 205.73 0.96
4 276.51 7.64 7.0 3.19 3.21 1 0.00 35.0 954.88 0.00 286.10 0.96
5 279.70 9.67 8.0 3.18 3.21 1 0.00 35.0 1208.34 0.00 360.48 0.96
6 282.88 11.62 8.0 3.18 3.21 1 0.00 35.0 1452.11 0.00 433.22 0.96
7 286.06 13.43 9.1 3.17 3.21 1 0.00 35.0 1678.81 0.00 498.81 0.95
8 289.23 15.18 9.1 3.17 3.21 1 0.00 35.0 1897.50 0.00 563.79 0.95
9 292.40 16.78 10.1 3.16 3.21 1 0.00 35.0 2097.77 0.00 620.93 0.95
10 295.56 18.33 10.1 3.16 3.21 1 0.00 35.0 2291.28 0.00 678.26 0.95
11 298.72 19.72 11.2 3.15 3.21 1 0.00 35.0 2464.46 0.00 727.11 0.95
12 301.88 21.07 11.2 3.15 3.21 1 0.00 35.0 2633.29 0.00 776.88 0.95
13 305.03 22.23 12.2 3.14 3.21 1 0.00 35.0 2779.29 0.00 817.48 0.94
14 308.16 23.39 12.2 3.14 3.21 1 0.00 35.0 2923.53 0.00 859.90 0.94
15 311.30 23.13 13.3 2.97 3.05 1 0.00 35.0 2891.61 0.00 891.72 0.94
16 314.28 24.00 13.3 2.97 3.05 1 0.00 35.0 2999.58 0.00 925.02 0.94
17 317.25 27.25 14.2 3.26 3.37 1 0.00 35.0 3415.29 0.00 953.56 0.94
18 320.51 28.08 14.3 3.26 3.37 1 0.00 35.0 3537.07 0.00 986.88 0.94
19 323.78 24.06 15.4 2.73 2.83 1 0.00 35.0 3043.39 0.00 1008.16 0.94
20 326.51 24.50 15.4 2.73 2.83 1 0.00 35.0 3110.45 0.00 1030.39 0.94
21 329.24 6.64 15.4 0.73 0.76 1 0.00 35.0 845.20 0.00 1043.76 0.94
22 329.97 28.20 16.4 3.08 3.21 1 0.00 35.0 3586.40 0.00 1045.90 0.94
23 333.05 28.57 16.4 3.08 3.21 1 0.00 35.0 3632.31 0.00 1059.22 0.94
24 336.13 28.68 17.5 3.06 3.21 1 0.00 35.0 3645.88 0.00 1061.81 0.94
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