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 29.58 36.08 0.93
2 65.08 1.18 34.2 1.08 1.30 1 0.00 45.0 129.53 88.80 108.28 0.93
3 66.15 1.98 33.0 1.09 1.30 1 0.00 45.0 217.49 147.07 180.00 0.92
4 67.24 2.75 33.0 1.09 1.30 1 0.00 45.0 302.36 204.42 250.27 0.92
5 68.33 2.61 31.8 0.83 0.98 1 0.00 45.0 287.28 191.66 312.20 0.92
6 69.17 3.04 31.8 0.83 0.98 1 0.00 45.0 334.62 223.30 363.61 0.92
7 70.00 2.14 31.8 0.54 0.64 1 0.00 45.0 235.07 162.25 401.06 0.92
8 70.54 4.50 30.6 1.12 1.30 1 0.00 45.0 495.14 370.91 436.79 0.92
9 71.66 4.62 30.6 1.12 1.30 1 0.00 45.0 507.70 424.65 481.89 0.92
10 72.78 4.77 29.4 1.13 1.30 1 0.00 45.0 524.60 477.23 527.26 0.92
11 73.91 4.85 29.4 1.13 1.30 1 0.00 45.0 533.47 528.95 569.76 0.92
12 75.05 4.97 28.2 1.15 1.30 1 0.00 45.0 546.74 579.77 612.58 0.92
13 76.19 5.02 28.2 1.15 1.30 1 0.00 45.0 551.97 629.60 652.50 0.92
14 77.34 5.10 27.0 1.16 1.30 1 0.00 45.0 561.31 678.32 692.72 0.91
15 78.49 5.12 27.0 1.16 1.30 1 0.00 45.0 562.74 726.32 729.97 0.91
16 79.65 5.16 25.8 1.17 1.30 1 0.00 45.0 568.07 773.15 767.53 0.91
17 80.82 5.14 25.8 1.17 1.30 1 0.00 45.0 565.63 819.19 802.07 0.91
18 81.99 5.15 24.6 1.18 1.30 1 0.00 45.0 566.75 863.98 836.92 0.91
19 83.17 5.09 24.6 1.18 1.30 1 0.00 45.0 560.41 907.94 868.82 0.91
20 84.36 5.06 23.4 1.19 1.30 1 0.00 45.0 557.10 950.91 900.80 0.91
21 85.55 4.97 23.4 1.19 1.30 1 0.00 45.0 546.66 992.66 929.89 0.91
22 86.74 4.90 22.2 1.20 1.30 1 0.00 45.0 539.05 1033.60 959.16 0.91
23 87.94 4.77 22.2 1.20 1.30 1 0.00 45.0 524.52 1073.63 985.40 0.91
24 89.15 4.66 21.0 1.21 1.30 1 0.00 45.0 512.26 1112.46 1011.74 0.91
25 90.36 4.49 21.0 1.21 1.30 1 0.00 45.0 493.56 1150.32 1035.18 0.91
26 91.57 4.33 19.9 1.22 1.30 1 0.00 45.0 476.59 1187.13 1058.55 0.92
27 92.80 4.12 19.9 1.22 1.30 1 0.00 45.0 453.73 1222.92 1079.13 0.92
28 94.02 3.93 18.7 1.23 1.30 1 0.00 45.0 432.04 1257.75 1099.50 0.92
29 95.25 3.68 18.7 1.23 1.30 1 0.00 45.0 404.99 1291.48 1117.20 0.92
30 96.48 3.44 17.5 1.24 1.30 1 0.00 45.0 378.51 1324.14 1134.55 0.92
31 97.72 3.16 17.5 1.24 1.30 1 0.00 45.0 347.08 1355.74 1149.25 0.92
32 98.96 2.87 16.3 1.25 1.30 1 0.00 45.0 315.77 1386.36 1163.48 0.92
33 100.21 2.55 16.3 1.25 1.30 1 0.00 45.0 280.19 1416.09 1175.31 0.92
34 101.46 2.22 15.1 1.25 1.30 1 0.00 45.0 244.01 1444.50 1186.39 0.92
35 102.71 1.85 15.1 1.25 1.30 1 0.00 45.0 203.97 1471.90 1195.16 0.92
36 103.97 1.48 13.9 1.26 1.30 1 0.00 45.0 162.99 1498.27 1203.05 0.93
37 105.23 1.08 13.9 1.26 1.30 1 0.00 45.0 118.73 1523.71 1208.85 0.93
38 106.49 0.66 12.7 1.27 1.30 1 0.00 45.0 72.87 1547.92 1213.46 0.93
39 107.76 0.22 12.7 1.27 1.30 1 0.00 45.0 24.24 1570.96 1216.21 0.93
-------- ------- ----------
X-S Area: 138.03 Path Length: 49.39 X-S Weight: 15182.90
Yevoli Cobblestone Pit (]m{ IAwuA and \ssuuatr.,1'I I
December 2018 GS-14