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

Slice Geometry and Properties - Critical Failure Surface (circle 1, 39 slices)
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Slice X-S ----- -- Base --------------------- PoreWater Normal Test
X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor
1 166.00 0.08 52.6 0.36 0.59 3 1320.00 32.0 8.98 0.00 -754.98 1.05
2 166.36 0.25 52.6 0.36 0.59 3 1320.00 32.0 26.95 0.00 -722.34 1.05
3 166.71 0.41 52.5 0.36 0.59 3 1320.00 32.0 45.07 0.00 -687.45 1.04
4 167.07 0.58 52.4 0.36 0.59 3 1320.00 32.0 63.08 0.00 -654.78 1.04
5 167.42 0.75 52.2 0.36 0.59 3 1320.00 32.0 81.41 0.00 -619.21 1.04
6 167.78 0.91 52.2 0.36 0.59 3 1320.00 32.0 99.42 0.00 -586.56 1.04
7 168.14 1.08 52.0 0.36 0.59 1 0.00 45.0 118.01 0.00 172.50 0.86
8 168.50 1.25 52.0 0.36 0.59 1 0.00 45.0 136.21 0.00 199.10 0.86
9 168.86 1.42 51.9 0.36 0.59 1 0.00 45.0 155.11 0.00 226.43 0.85
10 169.22 1.59 51.9 0.36 0.59 1 0.00 45.0 173.35 0.00 253.05 0.85
11 169.58 1.76 51.6 0.36 0.59 1 0.00 45.0 192.42 0.00 280.67 0.85
12 169.95 1.92 51.6 0.36 0.59 1 0.00 45.0 210.70 0.00 307.34 0.85
13 170.31 2.10 51.4 0.36 0.59 1 0.00 45.0 229.96 0.00 335.16 0.85
14 170.68 2.27 51.5 0.36 0.59 1 0.00 45.0 248.26 0.00 361.65 0.85
15 171.04 2.44 51.3 0.37 0.59 1 0.00 45.0 267.68 0.00 389.66 0.85
16 171.41 2.61 51.3 0.37 0.59 1 0.00 45.0 285.98 0.00 416.30 0.85
17 171.77 2.79 51.0 0.37 0.59 1 0.00 45.0 305.61 0.00 444.51 0.85
18 172.14 2.95 51.1 0.37 0.59 1 0.00 45.0 323.99 0.00 471.01 0.85
19 172.51 3.13 50.8 0.37 0.58 1 0.00 45.0 343.75 0.00 499.62 0.85
20 172.88 3.30 50.9 0.37 0.59 1 0.00 45.0 362.12 0.00 526.07 0.85
21 173.25 3.48 50.7 0.37 0.59 1 0.00 45.0 382.13 0.00 554.41 0.85
22 173.62 3.65 50.7 0.37 0.59 1 0.00 45.0 400.55 0.00 581.42 0.85
23 173.99 3.83 50.5 0.37 0.59 1 0.00 45.0 420.66 0.00 609.88 0.85
24 174.36 4.00 50.5 0.37 0.59 1 0.00 45.0 439.11 0.00 636.94 0.85
25 174.73 4.19 50.3 0.37 0.59 1 0.00 45.0 459.43 0.00 665.58 0.85
26 175.11 4.35 50.3 0.37 0.59 1 0.00 45.0 477.90 0.00 692.33 0.85
27 175.48 4.54 50.1 0.38 0.59 1 0.00 45.0 498.35 0.00 721.08 0.85
28 175.86 4.71 50.1 0.38 0.59 1 0.00 45.0 516.83 0.00 748.19 0.85
29 176.23 4.90 49.9 0.38 0.59 1 0.00 45.0 537.49 0.00 777.14 0.85
30 176.61 5.06 49.9 0.38 0.59 1 0.00 45.0 556.01 0.00 804.31 0.85
31 176.99 5.25 49.7 0.38 0.59 1 0.00 45.0 576.81 0.00 833.39 0.85
32 177.37 5.42 49.7 0.38 0.59 1 0.00 45.0 595.34 0.00 860.16 0.85
33 177.75 3.74 49.5 0.25 0.39 1 0.00 45.0 410.34 0.00 885.11 0.84
34 178.00 4.18 49.5 0.31 0.47 1 0.00 45.0 459.47 0.00 826.68 0.84
35 178.31 2.37 49.5 0.20 0.31 1 0.00 45.0 261.22 0.00 713.40 0.85
36 178.51 3.69 49.3 0.38 0.59 1 0.00 45.0 405.51 0.00 584.76 0.84
37 178.89 2.60 49.3 0.38 0.59 1 0.00 45.0 286.29 0.00 412.84 0.84
38 179.27 1.48 49.1 0.37 0.56 1 0.00 45.0 162.31 0.00 245.31 0.84
39 179.63 0.48 49.1 0.40 0.61 1 0.00 45.0 52.34 0.00 72.08 0.84
-------- ------- ----------
X-S Area: 105.51 Path Length: 22.24 X-S Weight: 11576.16
DATA: Analysis 4 - Final Reclamation
Material Properties (3 materials)