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

73 195.50 4950.00 255.00 4922.50 271.66 5036.66 115.37 1.462
74 195.50 4950.00 255.00 4922.50 271.20 5035.66 114.32 1.463
75 195.50 4950.00 255.00 4922.50 270.74 5034.66 113.26 1.464
76 195.50 4950.00 255.00 4922.50 270.27 5033.67 112.21 1.465
77 195.50 4950.00 255.00 4922.50 269.81 5032.67 111.16 1.467
78 195.50 4950.00 255.00 4922.50 269.35 5031.67 110.11 1.468
79 195.50 4950.00 255.00 4922.50 268.89 5030.67 109.05 1.469
80 195.50 4950.00 255.00 4922.50 268.42 5029.66 108.00 1.471
81 193.67 4950.00 255.00 4922.50 274.86 5048.95 128.00 1.500
82 193.67 4950.00 255.00 4922.50 274.42 5047.95 126.95 1.501
83 193.67 4950.00 255.00 4922.50 273.97 5046.96 125.89 1.502
84 193.67 4950.00 255.00 4922.50 273.52 5045.96 124.84 1.502
85 193.67 4950.00 255.00 4922.50 273.08 5044.96 123.79 1.503
86 193.67 4950.00 255.00 4922.50 272.63 5043.96 122.74 1.504
87 193.67 4950.00 255.00 4922.50 272.18 5042.97 121.68 1.505
88 193.67 4950.00 255.00 4922.50 271.73 5041.97 120.63 1.506
89 193.67 4950.00 255.00 4922.50 271.28 5040.96 119.58 1.507
90 193.67 4950.00 255.00 4922.50 270.84 5039.96 118.53 1.508
91 193.67 4950.00 255.00 4922.50 270.39 5038.96 117.47 1.509
92 193.67 4950.00 255.00 4922.50 269.94 5037.96 116.42 1.510
93 193.67 4950.00 255.00 4922.50 269.49 5036.96 115.37 1.511
94 193.67 4950.00 255.00 4922.50 269.04 5035.95 114.32 1.512
95 193.67 4950.00 255.00 4922.50 268.59 5034.95 113.26 1.514
96 193.67 4950.00 255.00 4922.50 268.13 5033.94 112.21 1.515
97 193.67 4950.00 255.00 4922.50 267.68 5032.93 111.16 1.516
98 193.67 4950.00 255.00 4922.50 267.23 5031.92 110.11 1.517
99 193.67 4950.00 255.00 4922.50 266.78 5030.91 109.05 1.519
Critical Failure Surface (circle 1)
------------------------
Intersects: XL: 201.00 YL: 4949.50 XR: 255.00 YR: 4922.50
Centre: XC: 283.63 YC: 5047.26 Radius: R: 128.00
Generated failure surface: (20 points)
201.00 4949.50 203.48 4947.46 206.00 4945.48 208.58 4943.57 211.20 4941.72
213.87 4939.94 216.58 4938.23 219.33 4936.58 222.12 4935.00 224.96 4933.50
227.82 4932.06 230.73 4930.70 233.67 4929.41 236.63 4928.20 239.63 4927.06
242.66 4925.99 245.71 4925.00 248.79 4924.09 251.88 4923.26 255.00 4922.50
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 0.25 39.5 1.24 1.60 2 0.00 34.0 24.53 0.00 14.15 0.93
2 202.24 0.75 39.5 1.24 1.60 2 0.00 34.0 73.78 0.00 42.56 0.93
3 203.48 1.24 38.1 1.26 1.60 2 0.00 34.0 122.59 0.00 70.31 0.92
4 204.74 1.69 38.0 1.26 1.60 2 0.00 34.0 167.28 0.00 95.95 0.92
5 206.00 2.15 36.6 1.29 1.60 2 0.00 34.0 213.20 0.00 121.67 0.92
6 207.29 2.56 36.6 1.29 1.60 2 0.00 34.0 253.02 0.00 144.40 0.92
7 208.58 2.98 35.2 1.31 1.60 2 0.00 34.0 295.42 0.00 167.84 0.91
8 209.89 3.34 35.2 1.31 1.60 2 0.00 34.0 330.27 0.00 187.66 0.91
9 211.20 3.72 33.7 1.33 1.60 2 0.00 34.0 368.50 0.00 208.60 0.91
10 212.53 4.02 33.7 1.33 1.60 2 0.00 34.0 398.16 0.00 225.35 0.91
11 213.87 4.36 32.3 1.36 1.60 2 0.00 34.0 431.76 0.00 243.61 0.90
12 215.22 4.60 32.3 1.36 1.60 2 0.00 34.0 455.87 0.00 257.22 0.90
13 216.58 4.89 30.9 1.38 1.60 2 0.00 34.0 484.38 0.00 272.65 0.90
14 217.95 5.08 30.9 1.38 1.60 2 0.00 34.0 502.68 0.00 282.92 0.90
15 219.33 5.31 29.4 1.40 1.60 2 0.00 34.0 525.57 0.00 295.29 0.90
16 220.73 5.43 29.4 1.40 1.60 2 0.00 34.0 538.00 0.00 302.27 0.90
17 222.12 5.60 28.0 1.42 1.60 2 0.00 34.0 554.89 0.00 311.37 0.90
18 223.54 5.67 28.0 1.42 1.60 2 0.00 34.0 561.18 0.00 314.90 0.90
19 224.96 5.77 26.6 1.43 1.60 2 0.00 34.0 571.61 0.00 320.55 0.90
20 226.39 5.77 26.6 1.43 1.60 2 0.00 34.0 571.68 0.00 320.59 0.90
21 227.82 5.81 25.1 1.45 1.60 2 0.00 34.0 575.43 0.00 322.71 0.90
22 229.28 5.75 25.1 1.45 1.60 2 0.00 34.0 568.97 0.00 319.08 0.90
23 230.73 5.71 23.7 1.47 1.60 2 0.00 34.0 565.68 0.00 317.45 0.90
24 232.20 5.58 23.7 1.47 1.60 2 0.00 34.0 552.62 0.00 310.12 0.90
25 233.67 5.48 22.3 1.48 1.60 2 0.00 34.0 542.03 0.00 304.58 0.90
26 235.15 5.28 22.3 1.48 1.60 2 0.00 34.0 522.23 0.00 293.45 0.90
27 236.63 5.09 20.8 1150 1.60 2 0.00 34.0 504.14 0.00 283.85 0.90
28 238.13 4.82 20.8 1.50 1.60 2 0.00 34.0 477.48 0.00 268.80 0.90
29 239.63 4.56 19.4 1.51 1.60 2 0.00 34.0 451.68 0.00 254.92 0.91
30 241.15 4.22 19.4 1.51 1.60 2 0.00 34.0 418.11 0.00 236.00 0.91
31 242.66 3.88 17.9 1.53 1.60 2 0.00 34.0 384.42 0.00 217.68 0.91
32 244.18 3.47 17.9 1.53 1.60 2 0.00 34.0 343.86 0.00 194.71 0.91
33 245.71 3.05 16.5 1.54 1.60 2 0.00 34.0 302.31 0.00 171.83 0.91
34 247.25 2.57 16.5 1.54 1.60 2 0.00 34.0 254.66 0.00 144.74 0.91
35 248.79 2.07 15.1 1.55 1.60 2 0.00 34.0 205.12 0.00 117.11 0.92
36 250.33 1.52 15.1 1.55 1.60 2 0.00 34.0 150.40 0.00 85.87 0.92
37 251.88 0.94 13.6 1.56 1.60 2 0.00 34.0 92.82 0.00 53.27 0.92
38 253.44 0.31 13.6 1.56 1.60 2 0.00 34.0 30.97 0.00 17.77 0.92
-------- ------- ----------
X-S Area: 145.33 Path Length: 60.95 X-S Weight: 14387.32
DATA: Analysis 3 - Reclaimed Slope (3H:1V)
Material Properties (2 materials)
-------------------
Material: 1 (Mohr-Coulomb Isotropic) - Sand and gravel, mixed grain size