2022-09-28_REVISION - M1998105

• Permit No: M1998105
• IBM Index Class Name: Revision
• Doc Date: 9/28/2022
• Doc Name: Adequacy Review - Preliminary
• From: Lewicki & Associates
• To: DRMS
• Type & Sequence: AM1
• Email Name: RDZ
• Email Name: MAC
• Media Type: D
• Archive: No

70 168.00 4948.52 178.93 4943.06 327.01 5253.08 343.57 2.001
71 168.00 4948.52 178.93 4943.06 327.49 5254.03 344.64 2.001
72 165.57 4949.73 176.75 4944.15 329.02 5262.85 353.21 2.001
73 165.57 4949.73 178.93 4943.06 330.58 5263.25 354.29 2.001
74 165.57 4949.73 176.75 4944.15 325.67 5256.14 345.71 2.001
75 168.00 4948.52 181.11 4941.97 331.45 5259.22 351.07 2.001
76 168.00 4948.52 181.11 4941.97 333.85 5264.01 356.43 2.001
77 168.00 4948.52 181.11 4941.97 330.97 5258.26 350.00 2.001
78 168.00 4948.52 178.93 4943.06 326.54 5252.12 342.50 2.001
79 168.00 4948.52 181.11 4941.97 332.41 5261.14 353.21 2.001
80 168.00 4948.52 181.11 4941.97 332.89 5262.09 354.29 2.001
81 165.57 4949.73 178.93 4943.06 332.01 5266.12 357.50 2.001
82 165.57 4949.73 178.93 4943.06 331.53 5265.16 356.43 2.001
83 165.57 4949.73 178.93 4943.06 327.70 5257.49 347.86 2.001
84 168.00 4948.52 181.11 4941.97 334.33 5264.97 357.50 2.001
85 165.57 4949.73 178.93 4943.06 331.05 5264.21 355.36 2.001
86 168.00 4948.52 181.11 4941.97 331.93 5260.18 352.14 2.001
87 165.57 4949.73 178.93 4943.06 329.14 5260.37 351.07 2.001
88 165.57 4949.73 176.75 4944.15 324.71 5254.22 343.57 2.001
89 165.57 4949.73 178.93 4943.06 326.74 5255.58 345.71 2.001
90 168.00 4948.52 181.11 4941.97 330.49 5257.30 348.93 2.001
91 168.00 4948.52 181.11 4941.97 327.62 5251.55 342.50 2.001
92 168.00 4948.52 181.11 4941.97 333.37 5263.05 355.36 2.002
93 165.57 4949.73 178.93 4943.06 327.22 5256.54 346.79 2.002
94 165.57 4949.73 178.93 4943.06 328.18 5258.45 348.93 2.002
95 168.00 4948.52 181.11 4941.97 328.58 5253.47 344.64 2.002
96 168.00 4948.52 181.11 4941.97 329.06 5254.42 345.71 2.002
97 168.00 4948.52 181.11 4941.97 328.10 5252.51 343.57 2.002
98 168.00 4948.52 181.11 4941.97 330.01 5256.34 347.86 2.002
99 165.57 4949.73 178.93 4943.06 326.26 5254.62 344.64 2.002
Critical Failure Surface (circle 1)
------------------------
Intersects: XL: 165.57 YL: 4949.73 XR: 192.00 YR: 4936.52
Centre: XC: 331.74 YC: 5249.22 Radius: R: 342.50
Generated failure surface: (20 points)
165.57 4949.73 166.93 4948.98 168.30 4948.23 169.67 4947.49 171.04 4946.76
172.41 4946.04 173.79 4945.31 175.17 4944.60 176.56 4943.89 177.95 4943.19
179.34 4942.50 180.73 4941.81 182.13 4941.12 183.53 4940.45 184.94 4939.78
186.34 4939.11 187.75 4938.46 189.17 4937.81 190.58 4937.16 192.00 4936.52
Slice Geometry and Properties - Critical Failure Surface (circle 1, 38 slices)
--------------------------------------------------------
Slice X-S ------------------- Base --------------------- PoreWater Normal Test
X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor
1 165.57 0.01 28.9 0.68 0.78 1 0.00 45.0 1.35 0.00 1.53 0.88
2 166.25 0.04 28.9 0.68 0.78 1 0.00 45.0 3.99 0.00 4.51 0.88
3 166.93 0.06 28.7 0.68 0.78 1 0.00 45.0 6.53 0.00 7.38 0.88
4 167.62 0.08 28.6 0.68 0.78 1 0.00 45.0 8.91 0.00 10.08 0.88
5 168.30 0.10 28.4 0.68 0.78 1 0.00 45.0 11.17 0.00 12.64 0.88
6 168.98 0.12 28.4 0.68 0.78 1 0.00 45.0 13.23 0.00 14.97 0.88