2005-07-26_REVISION - M2000016 ‎(2)‎

• Permit No: M2000016
• IBM Index Class Name: Revision
• Doc Date: 7/26/2005
• Doc Name: adequacy review no. 5
• From: kls
• To: grs
• Type & Sequence: AM1
• Media Type: D
• Archive: No

Phreatic Surface (10 points)
0.00 0.00 2.00
22.00 32.60 32.00
Failure Surface
Ciroclar surface defined by: XL, XR,R
Circle centre: XC: 15.14 YC:
Intersections: %L: 0.36 YL:
Generated failure surface (20 points)
0.36 0.72 7.81
37.60 1.80 44.93
73.09 13.12 79.73
104.08 33.79 109.52
4.00
37.90

133.58
0.72

0.10
3.26
16.54
38.91
9.00 8.00
52.00 40.60

Circle radius: R:
XR: 124.00 YR:

15.28 -0.10
52.16 5.13
86.17 20.34
114.66 44.

33.
56.
7.
77.

68
00

22.
59.
92.
119.
00
00

5
28
39
49
12.50
92.50

.12
7.90
24.48
50.04
12.00
13

0.20
66.27
98.36
129.00
19.70
44.00

.75
10.07
28.97
56.00
R&SULTS : Analysis 9 - Phase 5, Cell 5 - N, B, and S - w/52~ [al depth per CH0 0 -8811, raised wtr 1P
Bishop Simplified Method of Analysis - Circular Failure rface
Factor of Safety: 1.06
Slice Geometry and Properties l43 slices)
Slice %-Left Width Y-Top Y-Bd Base Base Base Tot al POreWater NoImal Test
Angle Ma[1 Cohesion Wei ght Force Stress Factor
1 0.3fi 1.64 2.36 .65 -4.7 3 0.00 350 .15 175 .54 215 .65 1.02
2 2.00 2.00 6.00 0.50 -4.7 3 0.00 1394 .77 689 .20 704 .46 1.02
3 9.00 3.81 11.81 0.26 -4.7 3 0.00 5645 .98 2528 .69 1498 .98 1.02
4 7.81 3.79 19.41 0.05 -1.5 3 0.00 9462 .20 3869 .47 2505 .92 1.01
5 11.60 3.68 26.88 -0.05 -1.5 4 700.00 12810 .82 4968 .41 3525 .14 1.01
6 15.28 3.91 33.9 -0.05 1.7 4 700.00 14999 .08 5572 .91 4346 .17 0.99
7 18.69 4.06 91 9 0.06 1.7 3 0.00 21776 .12 7840 .89 5336 .05 0.99
B 22.75 2.37 .88 0.22 9.9 3 0.00 14668 .82 9972 .92 6095 .75 0.98
9 25.13 2.37 2.63 0.92 9.9 3 0.00 16075 .34 5130 .18 6677 .59 0.98
10 27.50 0.50 55.50 0.54 4.9 3 0.00 3553 .51 1100 .08 7010 .16 0.98
11 28.00 2.20 56.00 0.66 4.9 3 0.00 15680 .40 4916 .02 7040 .94 0.98
12 30.20 3.70 56.00 1.01 8.1 3 0.00 26243 .94 8609 .41 6938 .03 0.98
13 33.90 3.70 56.00 1.54 8.1 3 0.00 26001 .32 8603 .54 fi879 .52 0.98
14 37.60 3.6 56.00 2.17 11.3 3 0.00 25467 .08 8573 .08 6739 .88 0.97
15 91.26 3. 6 56.00 2.90 11.3 3 0.00 25132 .39 8518 .03 6652 .00 0.97
16 44.93 .86 56.00 3.63 14.5 3 0.00 19319 .09 6667 .82 6507 .20 0.97
17 47.78 .19 56.00 4.28 14.5 2 0.00 14640 .32 5071 .70 6033 .92 0.88
18 99.97 2.19 56.00 9.85 19.5 2 0.00 14479 .24 5033 .56 5968 .67 0.88
19 52.16 3.56 56.00 5.70 17.7 2 0.00 23139 .25 8179 .31 5746 .98 0.87
20 55.72 3.56 56.00 6.83 17.7 2 0.00 22613 .90 7977 .58 5615 .75 0.87
21 59.2 3.49 56.00 8.07 20.9 2 0.00 21615 .75 7752 .22 5359 .94 0.85
22 62. 3.49 56.00 9.40 20.9 2 0.00 21011 .08 7503 .24 5208 .26 0.85
23 66 7 3.41 56.00 10.83 24.1 2 0.00 19896 .56 7231 .04 9991 .09 0.84
24 6 .68 3.41 56.00 12.35 24.1 2 0.00 19220 .08 6935 .58 9770 .07 0.84
25 3.09 3.32 56.00 13.97 27.3 2 0.00 18010 .82 6617 .91 4492 .33 0.84
26 76.91 3.32 56.00 15.69 27.3 2 0.00 17271 .09 6269 .52 4302 .28 0.84
27 79.73 3.22 56.00 17.49 30.5 2 0.00 15990 .35 5869 .83 4012 .10 0.83
28 82.95 3.22 56.00 19.39 30.5 2 0.00 15196 .48 5443 .51 3803 .14 0.83
29 86.17 3.11 56.00 21.37 33.7 2 0.00 13870 .31 5001 .19 3503 .82 0.83
30 89.28 3.11 Sfi.00 23.95 33.7 2 0.00 13032 .31 4537 .85 3278 .91 0.83
3 92.39 2.99 56.00 25.61 36.9 2 0.00 11687 .63 4054 .21 2971 .77 0.83
3 95.38 2.99 56.00 27.85 36.9 2 0.00 10815 .95 3550 .28 2732 .20 0.83
3 98.36 2.86 56.00 30.17 40.1 2 0.00 9481 .02 3026 .84 2418 .72 0.84
39 101.22 2.86 56.00 32.58 40.1 2 0.00 8586 .54 2483 .90 2165 .85 0.84
35 109.08 2.72 56.00 35.07 43.3 2 0.00 7290 .43 1922 .31 1897 .71 0.85
36 106.80 2.72 56.00 37.63 43.3 2 0.00 6384 .29 1342 .04 1582 .92 0.85
37 109.52 2.20 56.00 40.07 96.5 2 0.00 4460 .62 673 .86 1282 .06 0.86
38 111.72 2.20 56.00 92.39 96.5 2 0.00 3799 .33 229 .62 1046 .96 0.86
39 113.91 0.75 56.00 93.99 96.5 2 0.00 1146 .06 0 .00 899 .15 0.86
40 114.66 2.42 56.00 45.76 49.7 2 0.00 3119 .24 0 .00 724 .33 0.87
91 117.08 2.42 56.00 48.61 49.7 2 0.00 2223 .86 0 .00 516 .41 0.87
42 119.49 3.75 56.00 52.52 52.9 2 0.00 1597 .23 0 .00 219 .75 0.88
43 123.29 0.76 56.00 55.50 52.9 1 9.00 34 .00 0 .00 21 .67 0.90
~~ DATA: Analysis 30 - Phase 5, Cell 5 - N, S, and S - 92~ chkg rework by Weiland
Material and Water Properties (9 materials)
Material: 1 (Mohr-Coulomb Isotropic) - Overburden
Cohesion Phi UniCWeight Au
9.00 34.0 90.00 1.10
Material: 2 (Mohr-Coulomb Isotropic) -Sand and Gravel
Cohesion Phi UniCWeight Ru
0.00 35.0 130.00 1.10
Material: 3 (Mohr-Coulomb Isotropic) - Weathered Claystone
Cohesion Phi UniCWeight Ru
0.00 14.0 125.00 1.10
Material: 4 (Mohr-Coulomb Isotropic) - Intact Bedrock
Cohesion Phi UnitWeight Ru