My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE73242
DRMS
>
Back File Migration
>
Permit File
>
800000
>
PERMFILE73242
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 11:22:52 PM
Creation date
11/21/2007 12:37:54 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
Permit File
Doc Date
3/2/1989
Doc Name
EVALUATION OF FINAL WALL SLOPE STABILITY FOR THE SAN LUIS PROJECT
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.
/
24
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
1 <br /> UST OF FIGURES <br /> 1 LOCATION MAP ............................................................................................................ <br />' 2 SITE TOPOGRAPHY ..................................................................................................... <br /> 3 DRIU_ HOLE LOCATION MAP ..................................................................................... <br /> 4 SURFICIAL GEOLOGY AND OUTCROP MAPPING ................................................... <br />' Sa SECTION 2045500E WEST PIT .................................................................................... <br /> 5b SECTION 2046500E WEST PIT .................................................................................... <br />' Sc <br />Sd SECTION 215100N WEST PIT ...................................................................................... <br />SECTION 2049000E EAST PIT ..................................................................................... <br /> Se SECTION 214000N EAST PIT ....................................................................................... <br /> 6a STRUCTURAL DOMAINS ............................................................................................. <br />' 7a,b,c STEREONETS WEST AND EAST PIT .......................................................................... <br /> 8 ROUGHNESS PROFILE LEGEND ................................................................................ <br />' 9 BIOTITE GNEISS -ROCK FABRIC ............................................................................... <br /> 10 WEAK ROCK MASS - UCS ........................................................................................... <br /> 11 MINE DESIGN SECTORS ............................................................................................. <br />' 12 SHEAR STRENGTH RESULTS ..................................................................................... <br /> 13 SRMR CLASSIFICAITON SYSTEM ............................................................................... <br />' 14 <br />15 TYPICAL FAILURE MODES .......................................................................................... <br />SENSITIVITY ANALYSIS ............................................................................................... <br /> 16 SRMR -CLASSIFICATION OF DRILL CORE .............................................................. <br /> 17 STABILITY ASSESSMENT -GREEN CLAY ................................................................. <br />t 18 ULTIMATE PIT DESIGN ............................................................................................... <br /> 19 GEOMETRIC CONSTRAINTS ....................................................................................... <br />t 20a PHOTOGRAPH SHOWING SANTA FE/ALLUVIUM SLOPE ....................................... <br /> 20b PHOTOGRAPH OF CRITICAL JOINT SET -EAST PIT ............................................... <br />t <br /> UST OF TABLES <br />' t SUMMARY OF DISCONTINUITY POPULATIONS ....................................................... <br /> 2 APPROXIMATE CLASSIFICATION OF COHESIVE SOIL &ROCK ............................. <br />' 3 UNCONFINED COMPRESSIVE STRENGTHS ............................................................ <br /> 4 LABORATORY DERIVED SHEAR STRENGTHS .......................................................... <br /> 5 SRMR VS. SHEAR STRENGTH ................................................................................... <br />' 6 JOINT CONTROLLED DESIGN -WEST PIT ............................................................... <br /> 7 JOINT CONTROLLED DESIGN -EAST PIT ................................................................ <br /> 8 SUMMARY OFSRMR -EVALUATION OF DRILL CORE ............................................. <br /> 9 INTER-RAMP SLOPE DESIGN - BIOTITE GNEISS DOMAIN ...................................... <br />1 <br /> <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.