2022-07-13_REVISION - M2005066 ‎(3)‎

• Permit No: M2005066
• IBM Index Class Name: Revision
• Doc Date: 7/13/2022
• Doc Name: Slope Stability Analysis
• From: Oldcastle Material Southwest Group
• To: DRMS
• Type & Sequence: SO2
• Email Name: ECS
• Email Name: MAC
• Email Name: SMS
• Email Name: AWA
• Media Type: D
• Archive: No

36 199.17 4950.00 255.00 4931.67 260.87 5043.72 112.21 2.092
37 199.17 4950.00 255.00 4931.67 260.53 5042.69 111.16 2.094
38 199.17 4950.00 255.00 4931.67 260.19 5041.65 110.11 2.095
39 199.17 4950.00 255.00 4931.67 259.85 5040.61 109.05 2.096
40 199.17 4950.00 255.00 4931.67 259.51 5039.57 108.00 2.098
41 197.33 4950.00 255.00 4931.67 263.85 5059.36 128.00 2.104
42 197.33 4950.00 255.00 4931.67 263.52 5058.33 126.95 2.105
43 197.33 4950.00 255.00 4931.67 263.19 5057.29 125.89 2.106
44 197.33 4950.00 255.00 4931.67 262.86 5056.26 124.84 2.107
45 197.33 4950.00 255.00 4931.67 262.53 5055.23 123.79 2.108
46 197.33 4950.00 255.00 4931.67 262.21 5054.19 122.74 2.109
47 197.33 4950.00 255.00 4931.67 261.88 5053.16 121.68 2.110
48 197.33 4950.00 255.00 4931.67 261.55 5052.12 120.63 2.111
49 197.33 4950.00 255.00 4931.67 261.22 5051.08 119.58 2.112
50 197.33 4950.00 255.00 4931.67 260.89 5050.05 118.53 2.113
51 197.33 4950.00 255.00 4931.67 260.56 5049.01 117.47 2.114
52 197.33 4950.00 255.00 4931.67 260.23 5047.97 116.42 2.115
53 197.33 4950.00 255.00 4931.67 259.90 5046.93 115.37 2.116
54 197.33 4950.00 255.00 4931.67 259.57 5045.89 114.32 2.118
55 197.33 4950.00 255.00 4931.67 259.24 5044.85 113.26 2.119
56 197.33 4950.00 255.00 4931.67 258.90 5043.81 112.21 2.120
57 197.33 4950.00 255.00 4931.67 258.57 5042.77 111.16 2.122
58 197.33 4950.00 255.00 4931.67 258.24 5041.72 110.11 2.123
59 197.33 4950.00 255.00 4931.67 257.91 5040.68 109.05 2.124
60 197.33 4950.00 255.00 4931.67 257.58 5039.64 108.00 2.126
61 195.50 4950.00 255.00 4931.67 261.81 5059.49 128.00 2.145
62 195.50 4950.00 255.00 4931.67 261.49 5058.45 126.95 2.146
63 195.50 4950.00 255.00 4931.67 261.17 5057.41 125.89 2.147
64 195.50 4950.00 255.00 4931.67 260.85 5056.37 124.84 2.147
65 195.50 4950.00 255.00 4931.67 260.53 5055.33 123.79 2.148
66 195.50 4950.00 255.00 4931.67 260.21 5054.29 122.74 2.149
67 195.50 4950.00 255.00 4931.67 259.89 5053.25 121.68 2.150
68 195.50 4950.00 255.00 4931.67 259.57 5052.21 120.63 2.151
69 195.50 4950.00 255.00 4931.67 259.25 5051.17 119.58 2.152
70 195.50 4950.00 255.00 4931.67 258.93 5050.13 118.53 2.154
71 195.50 4950.00 255.00 4931.67 258.61 5049.08 117.47 2.155
72 195.50 4950.00 255.00 4931.67 258.28 5048.04 116.42 2.156
73 195.50 4950.00 255.00 4931.67 257.96 5047.00 115.37 2.157
74 195.50 4950.00 255.00 4931.67 257.64 5045.95 114.32 2.158
75 195.50 4950.00 255.00 4931.67 257.32 5044.91 113.26 2.160
76 195.50 4950.00 255.00 4931.67 256.99 5043.86 112.21 2.161
77 195.50 4950.00 255.00 4931.67 256.67 5042.81 111.16 2.162
78 195.50 4950.00 255.00 4931.67 256.35 5041.76 110.11 2.164
79 195.50 4950.00 255.00 4931.67 256.03 5040.71 109.05 2.165
80 195.50 4950.00 255.00 4931.67 255.70 5039.66 108.00 2.167
81 193.67 4950.00 255.00 4931.67 259.83 5059.58 128.00 2.208
82 193.67 4950.00 255.00 4931.67 259.52 5058.53 126.95 2.209
83 193.67 4950.00 255.00 4931.67 259.20 5057.49 125.89 2.210
84 193.67 4950.00 255.00 4931.67 258.89 5056.45 124.84 2.212
85 193.67 4950.00 255.00 4931.67 258.58 5055.40 123.79 2.213
86 193.67 4950.00 255.00 4931.67 258.27 5054.36 122.74 2.214
87 193.67 4950.00 255.00 4931.67 257.96 5053.31 121.68 2.215
88 193.67 4950.00 255.00 4931.67 257.64 5052.27 120.63 2.217
89 193.67 4950.00 255.00 4931.67 257.33 5051.22 119.58 2.218
90 193.67 4950.00 255.00 4931.67 257.02 5050.18 118.53 2.219
91 193.67 4950.00 255.00 4931.67 256.70 5049.13 117.47 2.221
92 193.67 4950.00 255.00 4931.67 256.39 5048.08 116.42 2.222
93 193.67 4950.00 255.00 4931.67 256.08 5047.03 115.37 2.224
94 193.67 4950.00 255.00 4931.67 255.76 5045.98 114.32 2.225
95 193.67 4950.00 255.00 4931.67 255.45 5044.93 113.26 2.227
96 193.67 4950.00 255.00 4931.67 255.13 5043.88 112.21 2.228
97 193.67 4950.00 255.00 4931.67 254.82 5042.82 111.16 2.230
98 193.67 4950.00 255.00 4931.67 254.51 5041.77 110.11 2.232
99 193.67 4950.00 255.00 4931.67 254.19 5040.72 109.05 2.234
Critical Failure Surface (circle 1)
------------------------
Intersects: XL: 201.00 YL: 4949.67 XR: 255.00 YR: 4931.67
Centre: XC: 267.46 YC: 5059.06 Radius: R: 128.00
Generated failure surface: (20 points)
201.00 4949.67 203.60 4948.13 206.24 4946.65 208.91 4945.24 211.61 4943.89
214.34 4942.60 217.10 4941.38 219.90 4940.23 222.71 4939.14 225.56 4938.11
228.42 4937.16 231.31 4936.27 234.22 4935.45 237.14 4934.70 240.09 4934.02
243.05 4933.41 246.02 4932.87 249.00 4932.40 252.00 4932.00 255.00 4931.67
Slice Geometry and Properties - Critical Failure Surface (circle 1, 38 slices)
--------------------------------------------------------
Slice X-S ------------------- Base --------------------- PoreWater Normal Test
X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor
1 201.00 0.22 30.6 1.30 1.51 2 0.00 34.0 21.62 0.00 13.94 0.97
2 202.30 0.66 30.6 1.30 1.51 2 0.00 34.0 64.86 0.00 41.82 0.97
3 203.60 1.08 29.3 1.32 1.51 2 0.00 34.0 107.09 0.00 68.71 0.97
4 204.92 1.48 29.3 1.32 1.51 2 0.00 34.0 146.14 0.00 93.77 0.97
5 206.24 1.87 27.9 1.33 1.51 2 0.00 34.0 185.08 0.00 118.23 0.96
6 207.57 2.22 27.9 1.33 1.51 2 0.00 34.0 219.66 0.00 140.34 0.96
7 208.91 2.57 26.5 1.35 1.51 2 0.00 34.0 254.87 0.00 162.21 0.96
8 210.26 2.88 26.6 1.35 1.51 2 0.00 34.0 284.99 0.00 181.36 0.96
9 211.61 3.19 25.2 1.37 1.51 2 0.00 34.0 316.08 0.00 200.51 0.96
10 212.98 3.45 25.2 1.37 1.51 2 0.00 34.0 341.51 0.00 216.64 0.96
11 214.34 3.72 23.9 1.38 1.51 2 0.00 34.0 368.26 0.00 232.97 0.96