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

DATA: Analysis 11 - Phase 5, Cell 5 - N, 8, and S - 82' chkg rework by Weiland - Multi
Material and Water Properties (4 materials
Material: 1 (Mohr-Coulomb Isotropic) -Overburden
Cohesion Phi UnitWeight Ru
4.00 34.0 90.00 1.10
Material: 2 (Mohr-Coulomb Isotropic) - Sand and Gravel
Cohesion Phi UnitWeight Au
0.00 35.0 130.00 1.10
Material: 3 (Mohr-COUloab Isotropic) - Weathered Clayatone
Cohesion Phi UnitWeight Ru
0.00 19.0 125.00 1.10
Material: 4 (Mohr-Coulomb Isotropic) - Intact Bedrock
Cohesion Phi UnitWeight Ru
700.00 26.0 125.00 1.10
Unit weigh[ of water: 62.950 Unit weight of water/medium above ground: 62.950
Material Profiles (9 profiles)
Profile: 1 (2 points) Material beneath: 4 - intact Bedrock
-10.00 0.00 160.00 0.00
Profile: 2 12 points) Material beneath: 3 - Weathered Clayatone
-10.00 4.00 1fi0.00 4.00
Profile: 3 (2 points) Material beneath: 2 - Sand and Gravel
-10.00 56.00 160.00 56.00
Profile: 4 (2 points) Material beneath: 1 - Overburden
-10.00 6D.00 160.00 60.00
Slope Surface !4 points)
-10.00 0.00 0.00 0.00 28.50 57.OD 1fi0. 00 57.00
Phreatic Surface (10 points)
0.00 0.00 2.00 4.00 4.00 8.00 7. 00 13.50 12.00 21.60
22.00 34.50 35.90 44.80 92.DD 49.50 77. 00 SD.80 200.00 52.20
Failure Surface
Circular surface defined by: XL,XR,R
Circle centre: XC: 15.71 YC: 184.61 Cir cle radius: R: 184. 53
Intersections: %L: 0.36 YL: 0.72 %R: 149.00 YR: 57. 00
Generated failure surface (20 points)
0.36 0.72 8.99 0.20 17.64 0.09 26. 28 0.38 34.90 1.08
43.48 2.10 51.99 3.68 60.43 5.58 68. 77 7.87 76.99 10.55
85.08 13.62 93.01 17.05 100.77 20.86 108. 35 25.02 115.73 29.54
122.88 34.39 129.80 39.58 136.47 45.08 142. 88 50.90 149.00 57.00
RESULTS: Analysis 11 - Phase 5, Cell 5 - N, e, and S - 6 2' chkg rework by Weiland -Multi
Bishop Simplified Method of Analysis - Circular Failure Surface
Factor of Safety: 1.00
Slice Geometry and Properties (93 slices)
Slice X-Left Width Y-Top Y-Base Base Base Base Total PoreWater Norrtal Test
Angle Matl Cohesion Weight Force Stress Pac[or
1 0.36 1.64 2.36 0.67 -3.4 3 0.00 396 .27 173 .31 212 .74 1.02
2 2.00 2.00 6.00 0.56 -3.9 3 0.00 1379 .59 680 .44 695 .06 1.02
3 9.00 2.50 10.50 0.43 -3.9 3 0.00 3222 .93 1539 .76 1301 .27 1.02
4 6.50 2.50 15.49 0.28 -3.4 3 0.00 9888 .79 2252. 85 1974. 68 1.02
5 8.99 4.32 22.31 0.17 -0.7 3 0.00 12356 .02 5919. 70 2863. 24 1.00
6 13.32 4.32 30.95 0.12 -0.7 3 0.00 17245 .82 7011. 10 3996. 75 1.00
7 17.64 4.32 39.60 0.16 1.9 3 0.00 22069 .12 8504 .45 5080. 99 0.99
B 21.96 4.32 48.24 0.31 1.9 3 0.00 26844 .81 9671 .57 6179 .21 0.99
9 26.28 1.72 59.28 0.45 4.6 3 0.00 12000 .68 4093 .27 6889 .04 0.98
10 28.00 3.45 57.00 0.66 4.6 3 0.00 25070 .92 8597 .41 7172 .94 0.98
11 31.45 3.95 57.00 0.99 4.6 3 0.00 24950 .51 9110. 24 7141. 64 0.98
12 34.90 4.29 57.00 1.36 7.3 3 0.00 30792 .83 11855. 80 7043. 36 0.98
13 39.19 4.29 57.00 1.91 7.3 3 0.00 30497 .83 12035. 05 6977. 98 0.98
19 43.48 9.26 57.00 2.56 10.0 3 0.00 29935 .11 12186. 23 6853. 69 0.97
15 47.73 9.26 57.00 3.31 10.0 3 0.00 29535 .59 12309 .08 6764. 99 0.97
16 51.99 1.91 57.00 3.89 12.7 3 0.00 9669 .38 4116 .99 6657 .23 0.97
17 53.40 3.51 57.00 9.40 12.7 2 0.00 23892 .62 10183 .65 6259 .82 0.89
IB 56.91 ?.51 57.00 5.19 12.7 2 0.00 23531 .31 1009fi. B6 6165 .80 0.89
19 60.43 4.17 57.00 6.15 15.4 2 0.00 27390 .17 11851 .34 5954 .03 0.87
20 64.60 4.17 57.00 7.30 15.4 2 0.00 26769 .20 11600 .51 5819 .70 0.87
21 68.77 4.11 57.00 8.54 18.1 2 0.00 25730 .65 11322 .92 5585 .08 0.86
22 72.88 4.11 57.00 9.88 18.1 2 0.00 25014 .62 11018 .86 5430 .13 0.86
23 76.99 4.09 57.OD 11.32 20.7 2 0.00 23850 .87 10666 .58 5181 .72 0.85
24 81.03 9.09 57.00 12.85 20.7 2 0.00 23046 .13 10265 .64 5004 .89 0.85
25 85.08 3.97 57.00 14.97 23.9 2 0.00 21773 .95 9839. 19 4742. 07 0.84
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