My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE121779
DRMS
>
Back File Migration
>
Permit File
>
300000
>
PERMFILE121779
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 10:20:02 PM
Creation date
11/25/2007 9:42:44 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996084
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
EXHIBIT 13A SLOPE STABILITY ISSUES FOR LORENCITO COAL UNDERGROUND DEVELOPMENT WASTE PILE
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.
/
7
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 /> <br />• <br />Example of Cylindrical Failure <br />The two most important strength characteristics of the slope materials aze: 1) the internal angle <br />of friction (~) in degrees and 2) existing cohesion of the material in place (c~ in tons per sq. ft. <br />Pore pressure ratios, material density, phreatic surfaces and shrink/swell potential aze other <br />factors which can also be important. <br />In lay terms, cohesion is a measure of resistance to shearing forces due to bonding between <br />particles in afine-grained soil. The internal angle of friction is a measure of resistance to <br />shearing forces due to friction among lazge soil particles. Clays generally have a very high <br />cohesion and very little internal friction. Sands, gravels and poorly sorted and uncrushed rock <br />usually have high internal friction angles and little or no cohesion. <br />2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.