2019-01-07_REVISION - M2007003 ‎(7)‎

• Permit No: M2007003
• IBM Index Class Name: REVISION
• Doc Date: 1/7/2019
• Doc Name: Adequacy Review Response #2
• From: Greg Lewicki & Assoc.
• To: DRMS
• Type & Sequence: CN1
• Email Name: TC1
• Media Type: D
• Archive: No

Centre: XC: 135.25 YC: 5932.71 Radius: R: 125.00
Generated failure surface:(20 points)
64.00 5830.00 66.15 5828.54 68.33 5827.13 70.54 5825.76 72.78 5824.43
75.05 5823.16 77.34 5821.93 79.65 5820.75 81.99 5819.62 84.36 5818.54
86.74 5817.50 89.15 5816.52 91.57 5815.58 94.02 5814.70 96.48 5813.87
98.96 5813.09 101.46 5812.36 103.97 5811.68 106.49 5811.06 109.03 5810.49
Slice Geometry and Properties-Critical Failure Surface(circle 1, 39 slices)
--------------------------------------------------------
Slice X-S -------------------Base--------------------- PoreWater Normal Test
X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor
1 64.00 0.39 34.1 1.08 1.30 1 0.00 45.0 43.16 0.00 30.78 0.93
2 65.08 1.18 34.2 1.08 1.30 1 0.00 45.0 129.53 0.00 92.35 0.93
3 66.15 1.98 33.0 1.09 1.30 1 0.00 45.0 217.49 0.00 154.53 0.92
4 67.24 2.75 33.0 1.09 1.30 1 0.00 45.0 302.36 0.00 214.87 0.92
5 68.33 2.61 31.8 0.83 0.98 1 0.00 45.0 287.28 0.00 269.77 0.92
6 69.17 3.04 31.8 0.83 0.98 1 0.00 45.0 334.62 0.00 314.16 0.92
7 70.00 2.14 31.8 0.54 0.64 1 0.00 45.0 235.07 0.00 339.22 0.92
8 70.54 4.50 30.6 1.12 1.30 1 0.00 45.0 495.14 0.00 349.90 0.92
9 71.66 4.62 30.6 1.12 1.30 1 0.00 45.0 507.70 0.00 358.72 0.92
10 72.78 4.77 29.4 1.13 1.30 1 0.00 45.0 524.60 0.00 369.93 0.92
11 73.91 4.85 29.4 1.13 1.30 1 0.00 45.0 533.47 0.00 376.19 0.92
12 75.05 4.97 28.2 1.15 1.30 1 0.00 45.0 546.74 0.00 384.86 0.91
13 76.19 5.02 28.2 1.15 1.30 1 0.00 45.0 551.97 0.00 388.54 0.91
14 77.34 5.10 27.0 1.16 1.30 1 0.00 45.0 561.31 0.00 394.67 0.91
15 78.49 5.12 27.0 1.16 1.30 1 0.00 45.0 562.74 0.00 395.62 0.91
16 79.65 5.16 25.8 1.17 1.30 1 0.00 45.0 568.07 0.00 399.06 0.91
17 80.82 5.14 25.8 1.17 1.30 1 0.00 45.0 565.63 0.00 397.28 0.91
18 81.99 5.15 24.6 1.18 1.30 1 0.00 45.0 566.75 0.00 397.97 0.91
19 83.17 5.09 24.6 1.18 1.30 1 0.00 45.0 560.41 0.00 393.51 0.91
20 84.36 5.06 23.4 1.19 1.30 1 0.00 45.0 557.10 0.00 391.17 0.91
21 85.55 4.97 23.4 1.19 1.30 1 0.00 45.0 546.66 0.00 383.90 0.91
22 86.74 4.90 22.2 1.20 1.30 1 0.00 45.0 539.05 0.00 378.74 0.91
23 87.94 4.77 22.2 1.20 1.30 1 0.00 45.0 524.52 0.00 368.47 0.91
24 89.15 4.66 21.0 1.21 1.30 1 0.00 45.0 512.26 0.00 360.21 0.91
25 90.36 4.49 21.0 1.21 1.30 1 0.00 45.0 493.56 0.00 347.06 0.91
26 91.57 4.33 19.9 1.22 1.30 1 0.00 45.0 476.59 0.00 335.58 0.92
27 92.80 4.12 19.9 1.22 1.30 1 0.00 45.0 453.73 0.00 319.49 0.92
28 94.02 3.93 18.7 1.23 1.30 1 0.00 45.0 432.04 0.00 304.74 0.92
29 95.25 3.68 18.7 1.23 1.30 1 0.00 45.0 404.99 0.00 285.66 0.92
30 96.48 3.44 17.5 1.24 1.30 1 0.00 45.0 378.51 0.00 267.59 0.92
31 97.72 3.16 17.5 1.24 1.30 1 0.00 45.0 347.08 0.00 245.37 0.92
32 98.96 2.87 16.3 1.25 1.30 1 0.00 45.0 315.77 0.00 223.82 0.92
33 100.21 2.55 16.3 1.25 1.30 1 0.00 45.0 280.19 0.00 198.57 0.92
34 101.46 2.22 15.1 1.25 1.30 1 0.00 45.0 244.01 0.00 173.49 0.92
35 102.71 1.85 15.1 1.25 1.30 1 0.00 45.0 203.97 0.00 145.02 0.92
36 103.97 1.48 13.9 1.26 1.30 1 0.00 45.0 162.99 0.00 116.30 0.93
37 105.23 1.08 13.9 1.26 1.30 1 0.00 45.0 118.73 0.00 84.71 0.93
38 106.49 0.66 12.7 1.27 1.30 1 0.00 45.0 72.87 0.00 52.20 0.93
39 107.76 0.22 12.7 1.27 1.30 1 0.00 45.0 24.24 0.00 17.37 0.93
-------- ------- ----------
X-S Area: 138.03 Path Length: 49.39 X-S Weight: 15182.90
Yevoli Cobblestone Pit <.,^IlNIC�I dll(I �$\IKlil III
December 2018 GS-9