My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE124303
DRMS
>
Back File Migration
>
Permit File
>
300000
>
PERMFILE124303
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 10:21:54 PM
Creation date
11/25/2007 12:29:10 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999098
IBM Index Class Name
Permit File
Doc Name
SECOND TECHNICAL ADEQUACY REVIEW OF SLOPE STABILITY ANALYSIS REVIEW RESOURCES M -99-098
From
TUTTLE APPLEGATE INC
To
DMG
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.
/
9
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
<br />No. (f t) (f t) <br />1 193.36 100. 00 <br />2 198.36 99. 79 <br />3 203.35 100. 12 <br />4 208.28 100. 97 <br />5 213.09 102. 34 <br />6 217.72 104. 21 <br />7 222.13 106. 56 <br />8 226.27 109. 37 <br />9 230.09 112. 60 <br />10 233.54 116. 22 <br />11 236.59 120. 18 <br />12 239.20 124. 44 <br />13 241.34 128. 96 <br />14 242.99 133. 68 <br />15 244.14 138. 55 <br />16 249.57 142. 00 <br />**+* Simplified BISHOP FOS = 1. 193 ++** <br />The following is a summary of the TEN most critical surfaces <br />Problem Description mining conditions - case 4 <br /> FOS Circle Center Radius Initial Terminal Resisting <br /> (BISHOP) x-coord y-coord x-coord x-coord Moment <br /> (ft) (ft) (f t) (ft) (ft) (ft-lb) <br />1. 1. 193 197. 82 146. 85 47 .06 193. 36 244. 57 4 .452E+06 <br />2. 1. 215 194. 37 155. 64 56 .34 185 .55 248. 98 5 .835E+06 <br />3. 1. 373 196 .77 174. 47 74 .85 189 .18 264. 19 9 .912E+06 <br />4. 1. 397 196 .74 196. 91 97 .01 192 .45 276. 68 1 .401E+07 <br />5. 1. 406 195 .41 201. 40 101 .58 189 .36 277. 77 1 .489E+07 <br />6. 1. 410 197. 18 200. 21 99. 46 200. 09 277. 79 1 .408E+07 <br />7. 1. 412 200. 50 154. 14 54 .50 194 .27 253. 61 6 .714E+06 <br />8. 1. 455 197 .45 155. 96 57 .25 185 .36 252. 91 7 .559E+06 <br />9. 1. 456 197 .44 166. 50 67 .40 186 .45 260. 18 9 .365E+06 <br />10. 1. 466 196 .81 199. 01 99 .29 189 .36 278. 26 1 .530E+07 <br />+ + * END OF FILE * <br />
The URL can be used to link to this page
Your browser does not support the video tag.