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2019-10-11_REVISION - M2008022
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2019-10-11_REVISION - M2008022
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Last modified
12/27/2024 1:11:54 PM
Creation date
10/15/2019 12:30:35 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M2008022
IBM Index Class Name
REVISION
Doc Date
10/11/2019
Doc Name
Completeness Response
From
Greg Lewicki & Assoc.
To
DRMS
Email Name
ACY
Media Type
D
Archive
No
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56 37.50 6200.00 110.00 6177.50 144.80 6417.70 242.71 2.986 <br /> 57 37.50 6200.00 110.00 6177.50 145.12 6418.71 243.75 2.986 <br /> 58 37.50 6200.00 110.00 6177.50 145.43 6419.71 244.79 2.987 <br /> 59 34.38 6200.00 115.00 6175.00 143.91 6410.73 237.50 2.987 <br /> 60 37.50 6200.00 110.00 6177.50 145.74 6420.72 245.83 2.987 <br /> 61 34.38 6200.00 115.00 6175.00 144.22 6411.75 238.54 2.988 <br /> 62 37.50 6200.00 110.00 6177.50 146.05 6421.73 246.88 2.988 <br /> 63 34.38 6200.00 115.00 6175.00 144.53 6412.76 239.58 2.988 <br /> 64 37.50 6200.00 110.00 6177.50 146.37 6422.73 247.92 2.988 <br /> 65 34.38 6200.00 115.00 6175.00 144.85 6413.77 240.62 2.988 <br /> 66 34.38 6200.00 115.00 6175.00 145.16 6414.78 241.67 2.989 <br /> 67 37.50 6200.00 110.00 6177.50 146.68 6423.74 248.96 2.989 <br /> 68 34.38 6200.00 115.00 6175.00 145.47 6415.79 242.71 2.989 <br /> 69 37.50 6200.00 110.00 6177.50 146.99 6424.75 250.00 2.989 <br /> 70 34.38 6200.00 115.00 6175.00 145.79 6416.80 243.75 2.990 <br /> 71 37.50 6200.00 110.00 6177.50 147.30 6425.75 251.04 2.990 <br /> 72 34.38 6200.00 115.00 6175.00 146.10 6417.81 244.79 2.990 <br /> 73 37.50 6200.00 110.00 6177.50 147.62 6426.76 252.08 2.990 <br /> 74 34.38 6200.00 115.00 6175.00 146.41 6418.82 245.83 2.991 <br /> 75 37.50 6200.00 110.00 6177.50 147.93 6427.77 253.12 2.991 <br /> 76 34.38 6200.00 115.00 6175.00 146.73 6419.83 246.88 2.991 <br /> 77 37.50 6200.00 110.00 6177.50 148.24 6428.77 254.17 2.991 <br /> 78 34.38 6200.00 115.00 6175.00 147.04 6420.84 247.92 2.991 <br /> 79 37.50 6200.00 110.00 6177.50 148.55 6429.78 255.21 2.992 <br /> 80 34.38 6200.00 115.00 6175.00 147.35 6421.85 248.96 2.992 <br /> 81 34.38 6200.00 115.00 6175.00 147.67 6422.86 250.00 2.992 <br /> 82 37.50 6200.00 110.00 6177.50 148.86 6430.79 256.25 2.992 <br /> 83 34.38 6200.00 115.00 6175.00 147.98 6423.87 251.04 2.993 <br /> 84 37.50 6200.00 110.00 6177.50 149.18 6431.79 257.29 2.993 <br /> 85 34.38 6200.00 115.00 6175.00 148.29 6424.88 252.08 2.993 <br /> 86 37.50 6200.00 110.00 6177.50 149.49 6432.80 258.33 2.993 <br /> 87 34.38 6200.00 115.00 6175.00 148.61 6425.88 253.12 2.994 <br /> 88 37.50 6200.00 110.00 6177.50 149.80 6433.80 259.38 2.994 <br /> 89 34.38 6200.00 115.00 6175.00 148.92 6426.89 254.17 2.994 <br /> 90 37.50 6200.00 110.00 6177.50 150.11 6434.81 260.42 2.994 <br /> 91 34.38 6200.00 115.00 6175.00 149.23 6427.90 255.21 2.994 <br /> 92 37.50 6200.00 110.00 6177.50 150.43 6435.81 261.46 2.995 <br /> 93 34.38 6200.00 115.00 6175.00 149.54 6428.91 256.25 2.995 <br /> 94 34.38 6200.00 115.00 6175.00 149.86 6429.92 257.29 2.995 <br /> 95 37.50 6200.00 110.00 6177.50 150.74 6436.82 262.50 2.995 <br /> 96 34.38 6200.00 115.00 6175.00 150.17 6430.93 258.33 2.996 <br /> 97 34.38 6200.00 115.00 6175.00 150.48 6431.94 259.38 2.996 <br /> 98 34.38 6200.00 115.00 6175.00 150.79 6432.94 260.42 2.997 <br /> 99 34.38 6200.00 115.00 6175.00 151.11 6433.95 261.46 2.997 <br /> Critical Failure Surface (circle 1) <br /> ------------------------ <br /> Intersects: XL: 37.50 YL: 6200.00 XR: 115.00 YR: 6175.00 <br /> Centre: XC: 148.08 YC: 6410.18 Radius: R: 237.50 <br /> Generated failure surface: (20 points) <br /> 37.50 6200.00 41.33 6198.03 45.19 6196.13 49.09 6194.30 53.02 6192.54 <br /> 56.99 6190.85 60.98 6189.23 65.00 6187.69 69.05 6186.22 73.12 6184.82 <br /> 77.22 6183.50 81.35 6182.25 85.49 6181.08 89.66 6179.98 93.84 6178.96 <br /> 98.04 6178.02 102.26 6177.15 106.49 6176.35 110.74 6175.64 115.00 6175.00 <br /> Slice Geometry and Properties - Critical Failure Surface (circle 1, 40 slices) <br /> -------------------------------------------------------- <br /> Slice X-S ------------------- Base --------------------- PoreWater Normal Test <br /> X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress Factor <br /> 1 37.50 0.94 27.2 1.91 2.15 1 0.00 45.0 103.78 0.00 45.99 0.95 <br /> 2 39.41 2.83 27.2 1.91 2.15 1 0.00 45.0 311.34 0.00 137.98 0.95 <br /> 3 41.33 4.73 26.2 1.93 2.15 1 0.00 45.0 520.01 0.00 229.91 0.95 <br /> 4 43.26 6.56 26.2 1.93 2.15 1 0.00 45.0 721.99 0.00 319.21 0.95 <br />
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