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2023-01-10_PERMIT FILE - M2023001 (25)
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2023-01-10_PERMIT FILE - M2023001 (25)
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Last modified
1/11/2023 9:43:17 PM
Creation date
1/11/2023 4:37:13 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2023001
IBM Index Class Name
Permit File
Doc Date
1/10/2023
Doc Name Note
Appendix C - Stability Analysis Data
Doc Name
Application
From
J-2 Contracting Company
To
DRMS
Email Name
PSH
JLE
Media Type
D
Archive
No
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Sunset Case 1 to Bottom EQ.gar <br /> 0.00 4563.30 61.40 4563.30 245.70 4574.10 248.70 4621.00 400.00 4621.00 <br /> Failure Surface <br /> --------------- <br /> Initial circular surface for critical search defined by: XL,XR,R <br /> Intersects: XL: 61.40 YL: 4563.30 XR: 389.00 YR: 4653.50 <br /> Centre: XC: 72.44 YC: 5163.20 Radius: R: 600.00 <br /> Earthquake Force <br /> ---------------- <br /> Pseudo-static earthquake (seismic) coefficient: 0.070 <br /> Variable Restraints <br /> ------------------- <br /> Parameter descriptor: XL XR R <br /> Range of variation: 10.00 10.00 100.00 <br /> Trial positions within range: 20 20 50 <br /> - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - <br /> RESULTS: Analysis 1 - Case 1 - To Bottom - EQ <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: 2.309 <br /> Analysis Summary <br /> ---------------- <br /> ---------------- <br /> There were: 17279 successful analyses from a total of 20001 trial failure surfaces <br /> 2722 analyses terminated due to unacceptable geometry <br /> Critical (minimum) Factor of Safety: 1.83 <br /> ------------------------------------------ <br /> ------------------------------------------ <br /> Results Summary - Lowest 99 Factor of Safety circles <br /> ---------------------------------------------------- <br /> Circle X-Left Y-Left X-Right Y-Right X-Centre Y-Centre Radius FoS <br /> 1 63.77 4564.09 384.00 4653.50 54.91 5214.03 650.00 1.832 <-- Critical Surface <br /> 2 63.77 4564.09 384.00 4653.50 55.47 5212.00 647.96 1.832 <br /> 3 64.29 4564.27 384.00 4653.50 55.20 5214.21 650.00 1.832 <br /> 4 64.29 4564.27 384.00 4653.50 55.77 5212.17 647.96 1.832 <br /> 5 64.29 4564.27 384.00 4653.50 56.34 5210.14 645.92 1.832 <br /> 6 64.29 4564.27 384.00 4653.50 56.91 5208.11 643.88 1.832 <br /> 7 64.29 4564.27 384.00 4653.50 57.47 5206.07 641.84 1.832 <br /> 8 63.77 4564.09 384.53 4653.50 55.45 5214.04 650.00 1.832 <br /> 9 64.29 4564.27 384.00 4653.50 58.04 5204.04 639.80 1.832 <br /> 10 64.29 4564.27 384.00 4653.50 58.61 5202.00 637.76 1.832 <br /> 11 64.29 4564.27 384.00 4653.50 59.18 5199.96 635.71 1.832 <br /> 12 64.82 4564.45 384.00 4653.50 55.50 5214.38 650.00 1.832 <br /> 13 64.82 4564.45 384.00 4653.50 56.07 5212.35 647.96 1.832 <br /> 14 64.29 4564.27 385.58 4653.50 56.82 5214.23 650.00 1.833 <br /> 15 64.82 4564.45 384.00 4653.50 56.63 5210.31 645.92 1.833 <br /> 16 64.29 4564.27 385.58 4653.50 57.38 5212.19 647.96 1.833 <br /> 17 64.82 4564.45 384.00 4653.50 57.20 5208.28 643.88 1.833 <br /> 18 64.29 4564.27 384.53 4653.50 55.74 5214.21 650.00 1.833 <br /> 19 64.29 4564.27 385.58 4653.50 57.95 5210.16 645.92 1.833 <br /> 20 64.82 4564.45 384.00 4653.50 57.77 5206.24 641.84 1.833 <br /> Page 2 <br />
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