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 4 to Bench EQ.gar
83 270.51 4606.34 381.00 4627.86 277.18 4866.46 260.20 2.529
84 268.40 4606.29 381.00 4627.86 269.10 4907.31 301.02 2.529
85 269.98 4606.33 381.00 4627.86 274.34 4880.78 274.49 2.529
86 268.93 4606.30 381.00 4627.86 270.31 4901.20 294.90 2.529
87 269.45 4606.31 381.00 4627.86 271.92 4893.04 286.73 2.529
88 270.51 4606.34 3B1.00 4627.86 276.78 4868.51 262.24 2.529
89 269.98 4606.33 381.00 4627.86 273.94 4882.83 276.53 2.529
90 268.40 4606.29 381.00 4627.86 268.71 4909.35 303.06 2.529
91 268.93 4606.30 381.00 4627.86 269.92 4903.24 296.94 2.529
92 269.45 4606.31 381.00 4627.86 271.53 4895.08 288.78 2.529
93 270.51 4606.34 381.00 4627.86 276.38 4870.56 264.29 2.529
94 269.98 4606.33 381.00 4627.86 273.55 4884.87 27B.57 2.529
95 268.93 4606.30 381.00 4627.86 269.53 4905.28 298.98 2.529
96 268.40 4606.29 381.00 4627.86 268.32 4911.39 305.10 2.529
97 269.45 4606.31 381.00 4627.86 271.13 4897.13 290.82 2.529
98 270.51 4606.34 381.00 4627.86 275.98 4872.61 266.33 2.529
99 269.98 4606.33 381.00 4627.86 273.15 4886.92 280.61 2.530
Critical Failure Surface (circle 1)
------------------------
Intersects: XL: 268.40 YL: 4606.29 XR: 381.00 YR: 4627.86
Centre: XC: 278.92 YC: 4856.07 Radius: R: 250.00
Generated failure surface: (20 points)
268.40 4606.29 274.49 4606.11 280.57 4606.08 286.66 4606.19 292.74 4606.45
298.82 4606.86 304.88 4607.42 310.93 4608.13 316.95 4608.98 322.96 4609.98
328.94 4611.13 334.89 4612.42 340.81 4613.85 346.69 4615.43 352.53 4617.15
358.32 4619.02 364.07 4621.02 369.77 4623.16 375.41 4625.44 381.00 4627.86
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
1 268.40 0.16 -1.7 2.50 2.50 1 0.00 35.0 19.99 9.98 8.03 1.01
2 270.90 0.4B -1.7 2.50 2.50 1 0.00 35.0 60.27 30.10 24.21 1.01
3 273.40 0.49 -1.7 1.09 1.09 1 0.00 35.0 61.62 30.14 57.00 1.01
4 274.49 0.64 -0.3 0.81 0.81 1 0.00 35.0 80.29 38.81 98.65 1.00
5 275.30 3.62 -0.3 2.64 2.64 1 0.00 35.0 452.55 148.39 171.82 1.00
6 277.94 5.97 -0.3 2.64 2.64 1 0.00 35.0 746.57 150.80 283.49 1.00
7 280.57 9.71 1.1 3.04 3.04 1 0.00 35.0 1213.17 170.00 396.84 0.99
8 283.62 12.61 1.1 3.04 3.04 1 0.00 35.0 1576.71 159.15 515.63 0.99
9 286.66 15.40 2.5 3.04 3.04 1 0.00 35.0 1924.71 141.26 625.92 0.99
10 289.70 18.0E 2.5 3.04 3.04 1 0.00 35.0 2259.58 116.31 734.65 0.99
11 292.74 20.61 3.9 3.04 3.04 1 0.00 35.0 2576.83 84.40 833.33 0.98
12 295.78 23.06 3.9 3.04 3.04 1 0.00 35.0 2882.54 45.35 931.85 0.98
13 298.82 12.08 5.3 1.48 1.48 1 0.00 35.0 1510.55 6.29 996.26 0.98
14 300.30 19.77 5.3 2.29 2.30 1 0.00 35.0 2471.72 0.00 1051.47 0.98
15 302.59 21.04 5.3 2.29 2.30 1 0.00 35.0 2629.66 0.00 1118.72 0.98
16 304.88 29.57 6.7 3.02 3.04 1 0.00 35.0 3696.74 0.00 1184.23 0.98
17 307.90 31.55 6.7 3.02 3.04 1 0.00 35.0 3943.43 0.00 1263.27 0.98
18 310.93 33.30 8.1 3.01 3.04 1 0.00 35.0 4162.80 0.00 1328.93 0.97
19 313.94 35.04 8.1 3.01 3.04 1 0.00 35.0 4380.24 0.00 1398.34 0.97
20 316.95 36.53 9.4 3.00 3.04 1 0.00 35.0 4565.88 0.00 1453.37 0.97
21 319.96 38.03 9.5 3.00 3.04 1 0.00 35.0 4753.60 0.00 1513.05 0.97
22 322.96 39.24 10.8 2.99 3.04 1 0.00 35.0 4905.13 0.00 1557.74 0.97
23 325.95 40.50 10.8 2.99 3.04 1 0.00 35.0 5062.79 0.00 1607.81 0.97
24 328.94 41.44 12.2 2.97 3.04 1 0.00 35.0 5180.45 0.00 1642.35 0.97
25 331.91 42.47 12.2 2.97 3.04 1 0.00 35.0 5308.58 0.00 1683.06 0.97
26 334.89 49.81 13.6 3.41 3.51 1 0.00 35.0 6225.84 0.00 1710.06 0.96
27 338.30 36.20 13.6 2.51 2.58 1 0.00 35.0 4525.16 0.00 1691.94 0.96
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