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2023-02-08_REVISION - M2003016 (2)
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2023-02-08_REVISION - M2003016 (2)
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Entry Properties
Last modified
2/9/2023 10:48:46 PM
Creation date
2/9/2023 8:36:06 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2003016
IBM Index Class Name
Revision
Doc Date
2/8/2023
Doc Name
Request For Succession Of Operator
From
City and County of Broomfield
To
DRMS
Type & Sequence
SO4
Email Name
ECS
MAC
SMS
AWA
Media Type
D
Archive
No
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Failure Surface <br /> --------------- <br /> Initial circular surface for critical search defined by: XL,XR,R <br /> Intersects: XL: 100.00 YL: 34.00 XR: 199.00 YR: <br /> 54.00 <br /> Centre: XC: 121.53 YC: 182.45 Radius: R: <br /> 150.00 <br /> Distributed Loads (1 load) <br /> ----------------- <br /> Load X-Left Pressure X-Right Pressure <br /> 1 240.00 500.0 250.00 500.0 <br /> Earthquake Force <br /> ---------------- <br /> Pseudo-static earthquake (seismic) coefficient: 0.090 <br /> Variable Restraints <br /> ------------------- <br /> Parameter descriptor: XL XR R <br /> Range of variation: 30.00 10.00 20.00 <br /> Trial positions within range: 30 30 30 <br /> - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- <br /> -- -- -- -- -- -- -- -- -- -- -- - <br /> RESULTS: Analysis 1 - South Side, Seismic, Underdrain <br /> Bishop Simplified Method of Analysis - Circular Failure Surface <br /> --------------------------------------------------------------- <br /> Critical Failure Surface Search using Multiple Circle Generation Techniques <br /> Initial failure surface approximation - Factor of Safety: 1.926 <br /> Analysis Summary <br /> ---------------- <br /> ---------------- <br /> There were: 27001 successful analyses from a total of 27001 trial failure surfaces <br /> Critical (minimum) Factor of Safety: 1.72 <br /> Results Summary - Lowest 99 Factor of Safety circles <br /> ---------------------------------------------------- <br /> Circle X-Left Y-Left X-Right Y-Right X-Centre Y-Centre <br /> Radius FoS <br /> 1 85.00 34.00 204.00 54.83 122.72 168.82 <br /> 140.00 1.718 <-- Critical Surface <br /> 2 85.00 34.00 203. 66 54.78 122.53 168.88 <br /> 140.00 1.721 <br /> 3 85.00 34.00 203.31 54.72 122.34 168.93 <br /> 140.00 1.722 <br /> 4 85.00 34.00 204.00 54.83 122.59 169.58 <br /> 140.69 1.723 <br /> 5 85.00 34 .00 202.97 54.66 122.15 168.98 <br /> 140.00 1.724 <br /> 6 85.00 34.00 203.66 54.78 122.40 169.63 <br /> 140.69 1.725 <br /> 7 85.00 34.00 202.62 54.60 121.96 169.03 <br /> 140.00 1.725 <br /> 8 85.00 34.00 203.31 54.72 122.21 169. 68 <br /> 140.69 1.726 <br /> 9 85.00 34.00 202.28 54.55 121.77 169.08 <br /> 140.00 1.727 <br />
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