2018-08-08_PERMIT FILE - C1982056 ‎(16)‎

• Permit No: C1982056
• IBM Index Class Name: Permit File
• Doc Date: 8/8/2018
• Section_Exhibit Name: Exhibit 49O 6MN Mine Water Storage Reservoir Design Drawings ‎(TR61)‎
• Media Type: D
• Archive: No

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bef. Deviator Minor Eff. Major Eff. Pore
Dial Load Load Strain Stress Stress Stress 1:3 Press. P Q
No. In. Dial Ibs. % ksf ksf ksf Ratio psl ksf ksf
0 -6.6133 4.767 0.0 0.0 0.00 1..22 1.22 1.00 40.2I 1.22 0.00
1 -6.6123 8.574 3.8 0.0 0.19 1.14 1.33 1.17 40.7b 1.24 0.10
2 -6.6104 11.959 7.2 0.1 0.36 1.04 1.40 1.35 41.49 1.22 0.18
3 -6.6084 14.349 9.6 O.i 0.48 0.96 1.44 1.50 42.00 1.20 0.24
4 -6.6054 16.620 11.9 0.2 0.59 0.87 1.46 1.6$ 42.65 1.17 0.30
5 -6.6014 19.028 14.3 0.3 0.71. 0.79 1.50 1.91 43.25 1.14 0.36
6 -6.5935 21.386 16.6 0.5 0.83 0.68 1.51 2.22 43.98 1.09 0.41
7 -6.5865 22.406 17.6 0.7 0.88 0.67 1.55 2.31 44.05 1.11 0.44
8 -6.5785 23.591 18.8 0.9 0.93 0.59 1.53 2.58 44.59 1.06 0.47
9 -6.5656 26.164 21.4 1.2 1.06 0.52 1.58 3.02 45.07 1.05 0.53
10 -6.5497 28.743 24.0 1.6 1.18 0.49 1.67 3.43 45.32 1.08 0.59
] 1 -6.5299 31.198 26.4 2.1 1.29 0.48 1.77 3.71 45.39 1.12 0.65
12 -6.5180 33.602 28.8 2.4 1.41 0.45 1.86 4.11 45.56 1.16 0.?0
13 -6.5021 35.897 31.1 2.8 1.51 0.47 1.99 4.20 45.41 1.23 0.76
14 -6.4822 38,419 33.7 3.3 1.63 0.48 2.11 4.37 45.35 1.30 0.81
IS -6.4663 40.603 35.8 3.7 1.73 0.51 2.24 4.38 45.15 1.37 0.86
16 -6.4465 43.088 38.3 4.2 1.84 0.54 2.37 4.43 44.98 1.45 0.92
17 -6.4266 45.550 40.8 4.7 1.94 OS5 2.50 4.48 44.82 1.53 0.97
18 -6.4048 48.285 43.5 5.3 2.06 OS9 2.65 4.50 44.60 1.62 1.03
i9 -6.3849 51.041 46.3 5.8 2.18 0.63 2.81 4.46 44.32 1.72 1.09
20 -b.3650 53.590 48.8 6.3 2.29 0.66 2.95 4.45 44.10 1.81 1.14
21 -6.3452 56.148 51.4 6.8 2.40 0.69 3.09 4.46 43.89 1.89 1.20
22 -6.3253 58.928 54.2 7.3 2.51 0.73 3.24 4.47 43.66 1.98 1.26
23 -6.3055 61.269 56.5 7.8 2.61 0.77 3.38 4.37 43.32 2.08 1.30
24 -b.2856 63.789 59.0 8.3 2.71 0.80 3.51 4.37 43.12 2.16 1.35
25 -6.2658 66.009 61.2 8.8 2.80 0.84 3.64 4.33 42.86 2.24 1.40
26 -6.2459 68.494 63.7 9.3 2.89 0.87 3.76 4.32 42.64 2.32 1.45
27 -5.2260 70.716 65.9 9.8 2.98 0.92 3.90 4.23 42.30 2.41 1.49
28 -6.2062 72.903 68.1 10.3 3.06 0.96 4.02 4.20 42.Ob 2.49 1.53
29 -6.1863 75.220 70.5 10.8 3.14 0.99 4.13 4.18 42.83 2.56 1.S?
30 -6.1565 78.146 73.4 11.6 ., 3.25 1.06 4.31 4.07 41.34 2.68 1.62
31 -6.1268 81.444 76.7 12.3 3.20 1.11 4.30 3.89 41.02 2.70 1.60
32 -6.0970 84.430 79.7 13.1 3.29 1.16 4.45 3.84 40.65 2.80 1.64
33 -6.0672 87.402 82.6 13.8 3.37 1.22 4.59 3.71 40.23 2.91 1.69
34 -6.0275 90.616 85.8 14.8 3.46 1.28 4.73 3.71 39.84 3.00 1.73
35 -5.9977 93.110 88.3 15.6 3.52 1.34 4.86 3.63 39.41 3.10 1.7b
36 -5.9580 95.437 90.7 16.6 3.56 1.38 4.94 3.57 39.09 3.16 1.78
37 -5.9282 97.736 93.0 17.4 3.61 1.42 5.03 3.54' 38.85 3.22 1.80
38 -5.8885 100.193 95.4 18.4 3.65 i.46 5.1] 3.50 38:58 3.28 1.82
39 -5.8488 102.622 97.9 19.4 3.68 i.50 5.18 3.46 38.31 3.34 1.$4
40 -5.7991 105.237 100.5 20.6 3.71 1.54 5.25 3.41 38.00 3.40 1.85
41 -5.7792 105.398 100.6 21.1 3.68 1.55 5.24 3.37 37.91 3.40 1.84
42 -5.7296 108.189 103.4 22.4 3.71 1.60 5.31 3.32 37.61 3.45 1.86
43 -5.6999 109.126 104.4 23.1 3.70 I.62 5.31 3.29 37.48 3.46 1.85
Knight Piesold Geotechnicai Lab.