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2018-11-08_REVISION - M1990094
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2018-11-08_REVISION - M1990094
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Entry Properties
Last modified
6/16/2021 2:14:33 PM
Creation date
11/8/2018 1:38:02 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1990094
IBM Index Class Name
Revision
Doc Date
11/8/2018
Doc Name
Adequacy Review Response
From
Kilgore Companies LLC dba Elam Construction
To
DRMS
Type & Sequence
SO1
Email Name
ACY
WHE
Media Type
D
Archive
No
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Trial positions within range: 1 20 1 <br /> - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - <br /> RESULTS: Analysis 3 <br /> Bishop Simplified Method of Analysis - Circular Failure Surface <br /> Critical Failure Surface Search using Multiple Circle Generation Techniques <br /> Factor of Safety for initial failure surface approximation: 2.971 <br /> There were: 21 successful analyses from a total of 21 trial surfaces <br /> Critical (minimum) Factor of Safety: 2.69 <br /> Results Summary - Lowest 21 Factor of Safety circles <br /> Circle X-Left Y-Left X-Right Y-Right X-Centre Y-Centre Radius FoS <br /> 1 71.00 0.33 114.89 14.96 78.93 49.70 50.00 2.690 <-- Critical Surface <br /> 2 71.00 0.33 116.37 15.00 80.16 49.49 50.00 2.699 <br /> 3 71.00 0.33 113.42 14.47 78.07 49.83 50.00 2.701 <br /> 4 71.00 0.33 111.95 13.98 77.21 49.95 50.00 2.712 <br /> 5 71.00 0.33 110.47 13.49 76.36 50.05 50.00 2.727 <br /> 6 71.00 0.33 117.84 15.00 81.40 49.24 50.00 2.733 <br /> 7 71.00 0.33 109.00 13.00 75.51 50.13 50.00 2.746 <br /> 8 71.00 0.33 119.32 15.00 82.62 48.96 50.00 2.787 <br /> 9 71.00 0.33 120.79 15.00 83.82 48.66 50.00 2.854 <br /> 10 71.00 0.33 122.26 15.00 85.00 48.33 50.00 2.931 <br /> 11 71.00 0.33 123.00 15.00 85.58 48.16 50.00 2.971 <br /> 12 71.00 0.33 123.74 15.00 86.16 47.98 50.00 3.014 <br /> 13 71.00 0.33 125.21 15.00 87.30 47.60 50.00 3.102 <br /> 14 71.00 0.33 126.68 15.00 88.43 47.20 50.00 3.196 <br /> 15 71.00 0.33 128.16 15.00 89.55 46.77 50.00 3.295 <br /> 16 71.00 0.33 129.63 15.00 90.65 46.31 50.00 3.400 <br /> 17 71.00 0.33 131.11 15.00 91.74 45.83 50.00 3.506 <br /> 18 71.00 0.33 132.58 15.00 92.82 45.32 50.00 3.624 <br /> 19 71.00 0.33 134.05 15.00 93.89 44.78 50.00 3.744 <br /> 20 71.00 0.33 135.53 15.00 94.95 44.22 50.00 3.870 <br /> 21 71.00 0.33 137.00 15.00 96.01 43.63 50.00 4.002 <br /> Critical Failure Surface (circle 1) <br /> Intersects: XL: 71.00 YL: 0.33 XR: 114.89 YR: 14.96 <br /> Centre: XC: 78.93 YC: 49.70 Radius: R: 50.00 <br /> Generated failure surface: (20 points) <br /> 71.00 0.33 73.51 -0.00 76.03 -0.22 78.56 -0.30 81.09 -0.25 <br /> 83.62 -0.08 86.13 0.22 88.63 0.65 91.10 1.20 93.54 1.88 <br /> 95.94 2.68 98.30 3.60 100.60 4.64 102.86 5.80 105.05 7.06 <br /> 107.17 8.44 109.22 9.92 111.20 11.51 113.09 13.19 114.89 <br /> 14.96 <br /> Slice Geometry and Properties - Critical Failure Surface (circle 1, 40 slices) <br /> Slice X-S Base PoreWater Normal Test <br /> X-Left Area Angle Width Length Matl Cohesion Phi Weight Force Stress <br />
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