My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2018-12-17_REVISION - M2008076
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M2008076
>
2018-12-17_REVISION - M2008076
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/27/2024 7:32:36 AM
Creation date
12/17/2018 3:48:04 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2008076
IBM Index Class Name
Revision
Doc Date
12/17/2018
Doc Name
Adequacy Review Response #2
From
Greg Lewicki & Assoc.
To
DRMS
Type & Sequence
AM1
Email Name
AME
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
41
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
GALENA Results - Vert Highwall.txt <br /> 6958.00 <br /> Centre: XC: 99.68 YC: 6976.9S Radius: R: <br /> 19.00 <br /> Variable Restraints <br /> ------------------- <br /> Parameter descriptor: XL XR R <br /> Range of variation: 15.00 2.00 1.00 <br /> Trial positions within range: 75 7S 1 <br /> - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- <br /> -- -- -- -- -- -- -- -- -- -- -- -- - <br /> RESULTS: Analysis 1 - Vertical Highwall Stability <br /> Bishop Simplified Method of Analysis - Circular Failure Surface <br /> --------------------------------------------------------------- <br /> Critical Failure Surface Search using Multiple Circle Generation Techniques <br /> Factor of Safety for initial failure surface approximation: 2.841 <br /> There were: 4488 successful analyses from a total of 5625 trial surfaces <br /> 1137 analyses terminated due to unacceptable geometry <br /> Critical (minimum) Factor of Safety: 1.39 <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 89.50 6970.00 101.00 6958.00 107.59 6975.82 <br /> 19.00 1.394 <-- Critical Surface <br /> 2 89.50 6970.00 101.03 6958.00 107.58 6975.83 <br /> 19.00 1.395 <br /> 3 89.50 6970.00 100.97 6958.32 107.47 6976.18 <br /> 19.00 1.417 <br /> 4 89.30 6970.00 101.00 6958.00 107.36 6975.91 <br /> 19.00 1.423 <br /> 5 89.30 6970.00 101.03 6958.00 107.35 6975.92 <br /> 19.00 1.424 <br /> 6 89.50 6970.00 100.95 6958.65 107.34 6976.54 <br /> 19.00 1.441 <br /> 7 89.30 6970.00 100.97 6958.32 107.24 6976.26 <br /> 19.00 1.446 <br /> 8 89.09 6970.00 101.00 6958.00 107.13 6975.98 <br /> 19.00 1.453 <br /> 9 89.09 6970.00 101.03 6958.00 107.12 6976.00 <br /> Page 2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.