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2023-01-10_PERMIT FILE - M2023001 (25)
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2023-01-10_PERMIT FILE - M2023001 (25)
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Last modified
1/11/2023 9:43:17 PM
Creation date
1/11/2023 4:37:13 PM
Metadata
Fields
Template:
DRMS Permit Index
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
JLE
Media Type
D
Archive
No
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Sunset Case 4 to Bench Static.gar <br /> 87 270.51 4606.34 381.00 4627.86 275.58 4874.66 268.37 3.425 <br /> 88 268.40 4606.29 381.00 4627.86 270.28 4901.18 294.90 3.425 <br /> 89 271.03 4606.35 381.00 4627.86 277.63 4864.43 258.16 3.425 <br /> 90 269.45 4606.31 381.00 4627.86 272.32 4890.99 284.69 3.425 <br /> 91 268.93 4606.30 381.00 4627.86 271.10 4897.11 290.82 3.425 <br /> 92 269.98 4606.33 381.00 4627.86 273.55 4884.87 278.57 3.425 <br /> 93 271.03 4606.35 381.00 4627.86 277.23 4866.48 260.20 3.426 <br /> 94 270.51 4606.34 381.00 4627.86 275.18 4B76.71 270.41 3.426 <br /> 95 268.40 4606.29 381.00 4627.86 269.89 4903.23 296.94 3.426 <br /> 96 269.45 4606.31 381.00 4627.86 271.92 4893.04 286.73 3.426 <br /> 97 268.93 4606.30 381.00 4627.86 270.70 4899.15 292.86 3.426 <br /> 98 268.40 4606.29 381.53 4627.86 279.40 4856.05 250.00 3.426 <br /> 99 269.98 4606.33 381.00 4627.86 273.15 4886.92 280.61 3.426 <br /> Critical Failure Surface (circle 1) <br /> ------------------------ <br /> Intersects: XL: 268.40 YL: 4606.29 XR: 381.00 YR: 4627.86 <br /> Centre: XC: 278.92 YC: 4856.07 Radius: R: 250.00 <br /> Generated failure surface: (20 points) <br /> 268.40 4606.29 274.49 4606.11 280.57 4606.08 286.66 4606.19 292.74 4606.45 <br /> 298.82 4606.86 304.88 4607.42 310.93 4608.13 316.95 4608.98 322.96 4609.98 <br /> 328.94 4611.13 334.89 4612.42 340.81 4613.85 346.69 4615.43 352.53 4617.15 <br /> 358.32 4619.02 364.07 4621.02 369.77 4623.16 375.41 4625.44 381.00 4627.86 <br /> Slice Geometry and Properties - Critical Failure Surface (circle 1, 41 slices) <br /> -------------------------------------------------------- <br /> Slice X-S ------------------- Base --------------------- PoreWater Normal Test <br /> X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor <br /> 1 268.40 0.16 -1.7 2.50 2.50 1 0.00 35.0 19.99 9.98 8.02 1.01 <br /> 2 270.90 0.48 -1.7 2.50 2.50 1 0.00 35.0 60.27 30.10 24.18 1.01 <br /> 3 273.40 0.49 -1.7 1.09 1.09 1 0.00 35.0 61.62 30.14 56.94 1.01 <br /> 4 274.49 0.64 -0.3 0.81 0.81 1 0.00 35.0 80.29 38.81 98.63 1.00 <br /> 5 275.30 3.62 -0.3 2.64 2.64 1 0.00 35.0 452.55 148.39 171.77 1.00 <br /> 6 277.94 5.97 -0.3 2.64 2.64 1 0.00 35.0 746.57 150.80 283.40 1.00 <br /> 7 280.57 9.71 1.1 3.04 3.04 1 0.00 35.0 1213.17 170.00 397.30 1.00 <br /> 8 283.62 12.61 1.1 3.04 3.04 1 0.00 35.0 1576.71 159.15 516.26 1.00 <br /> 9 286.66 15.40 2.5 3.04 3.04 1 0.00 35.0 1924.71 141.26 627.71 0.99 <br /> 10 289.70 18.08 2.5 3.04 3.04 1 0.00 35.0 2259.58 116.31 736.80 0.99 <br /> 11 292.74 20.61 3.9 3.04 3.04 1 0.00 35.0 2576.83 84.40 837.22 0.99 <br /> 12 295.78 23.06 3.9 3.04 3.04 1 0.00 35.0 2882.54 45.35 936.28 0.99 <br /> 13 298.82 12.08 5.3 1.48 1.48 1 0.00 35.0 1510.55 6.29 1002.76 0.99 <br /> 14 300.30 19.77 5.3 2.29 2.30 1 0.00 35.0 2471.72 0.00 1058.37 0.99 <br /> 15 302.59 21.04 5.3 2.29 2.30 1 0.00 35.0 2629.66 0.00 1126.04 0.99 <br /> 16 304.88 29.57 6.7 3.02 3.04 1 0.00 35.0 3696.74 0.00 1194.01 0.98 <br /> 17 307.90 31.55 6.7 3.02 3.04 1 0.00 35.0 3943.43 0.00 1273.70 0.98 <br /> 18 310.93 33.30 8.1 3.01 3.04 1 0.00 35.0 4162.80 0.00 1342.16 0.98 <br /> 19 313.94 35.04 8.1 3.01 3.04 1 0.00 35.0 4380.24 0.00 1412.27 0.98 <br /> 20 316.95 36.53 9.4 3.00 3.04 1 0.00 35.0 4565.88 0.00 1470.31 0.98 <br /> 21 319.96 38.03 9.5 3.00 3.04 1 0.00 35.0 4753.60 0.00 1530.70 0.98 <br /> 22 322.96 39.24 10.8 2.99 3.04 1 0.00 35.0 4905.13 0.00 1578.55 0.98 <br /> 23 325.95 40.50 10.8 2.99 3.04 1 0.00 35.0 5062.79 0.00 1629.28 0.98 <br /> 24 328.94 41.44 12.2 2.97 3.04 1 0.00 35.0 5180.45 0.00 1667.06 0.98 <br /> 25 331.91 42.47 12.2 2.97 3.04 1 0.00 35.0 5308.58 0.00 1708.37 0.98 <br /> 26 334.89 49.81 13.6 3.41 3.51 1 0.00 35.0 6225.84 0.00 1738.68 0.98 <br /> 27 338.30 36.20 13.6 2.51 2.58 1 0.00 35.0 4525.16 0.00 1720.27 0.98 <br /> 28 340.81 40.40 15.0 2.94 3.04 1 0.00 35.0 5049.74 0.00 1627.82 0.98 <br /> 29 343.75 38.05 15.0 2.94 3.04 1 0.00 35.0 4755.82 0.00 1533.07 0.98 <br /> 30 346.69 35.35 16.4 2.92 3.04 1 0.00 35.0 4418.77 0.00 1426.92 0.98 <br /> 31 349.61 32.81 16.4 2.92 3.04 1 0.00 35.0 4101.20 0.00 1324.37 0.98 <br /> Page 4 <br />
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