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

~i
Specimen Parameter Initial Saturated Consolidates
Moisture content: Moist soli+tare, gms. 379.810
Moisture content: Dry soil+tare, gms. 304.370
Moisture content: Tare, gms. 0.000
Moisture, °k 24.8 24.9 20.2
Moist specimen weight, gms. 379.8
Diameter, in. 1.93 1.93 1.88
Area, in? 2.91 2.91 2.76
Height, in. 3.93 3.93 3.83
Ne# decrease in height, in. 0.00 0.10
Wet Density, pcf 126.4 126.5 131.7
Dry density, pcf 101.3 ~ 101.3 109.6
Vold ratio 0.6767 0.6767 0.5497
Saturation, % 99.6 100.0 100.0
Membrane modulus = 0.1241051cN/cmZ
Membrane thickness = 0.064 cm
Consolidation cell pressure = 74.70 psi f 10.76 ksf)
Consolidation back pressure .40.00 psi (5.76 ksf)
Consolidation effective confining stress .5.00 ksf
Strain rate, %/min.. 0.04
Fail. Stress .8.09 ksf at reading no. 40
Def. Deviator Minor Eff. Major Eff. Pore
Dial toad Load Strain Stress Stress Stress 1:3 Press. P Q
No. in. Dial Ibs. % ksf ksf ksf Ratio psi ksf ksf
0 -6.5863 2.588 0.0 0.0 0.00 4.99 4.99 1.00 40.04 4.99 0.00
i -6.5854 9.242 6.7 0.0 0.35 4.92 5.27 1.07 40.51 5.10 0.17
2 -6.5844 14.837 12.2 0.1 0.64 4.86 5.50 1.13 40.92 5.18 0.32
3 -6.5824 23.290 20.7 0.1 1.08 4.73 5.80 1.23 41.87 5.27 0.54
4 -6.5814 22.162 19.6 0.1 1.02 4.70 5.72 1.22 42.06 5.21 0.51
5 -6.5805 27.248 24.7 0.2 1.28 4.64 5.92 .1.28 42.51 5.28 ~ 0.64
6 -6.5795 31.742 29.2 0.2 1.52 4.55 6.06 1.33 43.13 5.30 0.76
7 -6.5785 36.079 33.5 0.2 1.74 4.45 6.19 1.39 43.81 5.32 .0.87
8 -6.5765 42.564 40.0 0.3 2.08 4.24 6.32 1.49 45.27 5.28 1.04
9 -6.5746 47.457 44.9 0.3 2.33 4.03 6.37 1.58 46.68 5 ~0 1.17
10 -6.572b 51.699 49.1 0.4 2.55 3.85 6.40 1.6b 47.99 5.12 1.27
i l -6.5697 56.221 53.6 0.4 2.78 3.59 6.37 1.78 49.78 4.98 1.39
12 -6.5657 60.965 58.4 0.5 3.03 3.29 6.32 1.92 51.85 4.80 1.51
13 -6.5608 65.403 62.8 0.7 3.25 2.99 6.24 2.09 53.94 4.62 1.63
14 -6.5540 69.663 67.1 0.8 3.47 2.67 6.13 2.30 56.18 4.40 1.73
15 -6.5432 74.673 72.1 1.1 3.71 2.34 6.06 2.58 58.42 4.20 1.86
16 -6.5275 79.886 77.3 1.5 3.97 2.08 6.05 2.90 60.23 4.07 1.98
17 -6.5079 84.675 82.1 2.0 4.19 1.90 6.09 3.21 61.51 3.99 2.09
18 -6.4922 88.814 86.2 2.5 4.38 1.82 6.20 3.41 62.09 4.01 2.19
19 -6.4726 93.144 90.6 3.0 4.58 1.77 6.35 3.59 62.40 4.Ob 2.29
20 -6.4530 97.602 95.0 3.S 4.78 1.78 6.56 3.68 62.34 4.17 2.39
21 -6.4334 101.748 99.2 4.0 4.96 1.78 6.74 3.79 62.33 4.26 2.48
22 -6.4137 105.962 103.4 4.5 5.14 1.80 6.94 3.86 62.23 4.37 2.57
23 -6.3941 110.035 107.4 5.0 5.32 1.83 7.15 3.90 61.98 4.49 2.66
24 -6.3706 114.973 112.4 5.6 5.53 1.89 7.42 3.92 61.56 4.66 2.76
Knigh# Piesoid Geotechnicai Lab.
-~----~-
Final
483.330
417.740
113.370
21.5