2020-06-29_PERMIT FILE - M2020007 ‎(3)‎

• Permit No: M2020007
• IBM Index Class Name: Permit File
• Doc Date: 6/29/2020
• Doc Name: Adequacy Review Response #3
• From: Environment, Inc.
• To: DRMS
• Email Name: ECS
• Media Type: D
• Archive: No

Def. Deviator Minor Eff. Major Eff. Pore
Dial Load Load Strain Stress Stress Stress 1:3 Press. P Q
No. in. Dial lbs. % ksf ksf ksf Ratio psi ksf ksf
94 0.9671 72.457 72.5 18.2 1.67 0.81 2.48 3.05 48.36 1.65 0.83
95 0.9743 73.726 73.7 18.3 1.70 0.81 2.50 3.10 48.40 1.65 0.85
.Ifi{r p�e
Specimen Parameter Initial Saturated Consolidated Final
Moisture content: Moist soil+tare, gms. 1258.400 470.300
Moisture content: Dry soil+tare, gms. 1069.400 393.400
Moisture content: Tare, gms. 195.100 112.900
Moisture, % 21.6 29.0 25.4 27.4
Moist specimen weight, gms. 693.8
Diameter, in. 2.42 2.42 2.37
Area, in.2 4.59 4.59 4.43
Height, in. 5.00 5.00 4.91
Net decrease in height, in. 0.00 0.09
Wet Density, pcf 115.1 122.0 125.3
Dry density, pcf 94.6 94.6 99.9
Void ratio 0.7818 0.7818 0.6867
Saturation, % 74.7 100.0 100.0
Mkt:
Membrane modulus =0.124105 kN/cm'
Membrane thickness =0.064 cm
Consolidation cell pressure =68.04 psi (9.80 ksf)
Consolidation back pressure=40.00 psi (5.76 ksf)
Consolidation effective confining stress =4.04 ksf
Strain rate, %/min. =0.04
Fail. Stress = 3.47 ksf at reading no. 85
Def. Deviator Minor Eff. Major Eff. Pore
Dial Load Load Strain Stress Stress Stress 1:3 Press. P Q
No. in. Dial lbs. % ksf ksf ksf Ratio psi ksf ksf
0 0.0123 6.000 0.0 0.0 0.00 4.04 4.04 1.00 39.97 4.04 0.00
1 0.0136 6.500 0.5 0.0 0.02 4.00 4.01 1.00 40.30 4.00 0.01
2 0.0148 13.504 7.5 0.1 0.24 3.95 4.19 1.06 40.61 4.07 0.12
3 0.0161 18.695 12.7 0.1 0.41 3.89 4.31 1.11 41.00 4.10 0.21
4 0.0173 22.958 17.0 0.1 0.55 3.86 4.41 1.14 41.25 4.13 0.28
5 0.0186 25.732 19.7 0.1 0.64 3.82 4.46 1.17 41.51 4.14 0.32
6 0.0198 29.162 23.2 0.2 0.75 3.77 4.52 1.20 41.88 4.14 0.38
7 0.0211 30.078 24.1 0.2 0.78 3.71 4.49 1.21 42.28 4.10 0.39
8 0,0223 32.677 26.7 0.2 0.87 3.70 4.57 1.23 42.34 4.13 0.43
9 0.0249 36,574 30.6 0.3 0.99 3.61 4.61 1.27 42.95 4.11 0.50
10 0.0274 39.510 33.5 0.3 1.09 3.56 4.64 1.31 43.33 4.10 0.54
11 0.0299 40.508 34.5 0.4 1.12 3.50 4.62 1.32 43.74 4.06 0.56
12 0.0311 41.521 35.5 0.4 1.15 3.48 4.63 1.33 43.87 4.06 0.58
13 0.0324 45.040 39.0 0.4 1.26 3.45 4.71 1.37 44.12 4.08 0.63
14 0.0361 46.005 40.0 0.5 1.29 3.36 4.66 1.38 44.68 4.01 0.65
15 0.0374 48.796 42.8 0.5 1.38 3.34 4.72 1.41 44.85 4.03 0.69
16 0.0399 49.737 43.7 0.6 1.41 3.31 4.72 1.43 45.09 4.01 0.71
17 0.0412 50.795 44.8 0.6 1.45 3.27 4.72 1.44 45.34 3.99 0.72
18 0.0424 51.922 45.9 0.6 1.48 3.25 4.73 1.46 45.51 3.99 0.74
Knight Piesold Geotechnical Lab.