My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
REP02732
DRMS
>
Back File Migration
>
Report
>
REP02732
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 11:33:36 PM
Creation date
11/26/2007 10:18:55 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1974004
IBM Index Class Name
Report
Doc Date
2/14/2007
Doc Name
Annual Report
From
Lafarge West, Inc.
To
DRMS
Permit Index Doc Type
Annual Reclamation Report
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.
/
57
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
For the temporary nearly vertical bench face (prior to reclamation), additional <br />potential wedges may exist due to the steep overall slope angle. These wedge <br />failures have been observed occasionally on the east wall and are localized in <br />extent. The development and size of these wedge failures will be controlled by <br />the discontinuous nature of the discontinuities mapped in the quarry. <br />6.2.2 North Walls <br />Similar to the previous LF&A annual reports, the north wall has been subdivided <br />' into two separate slopes for analysis: the northeast and the northwest wall. The <br />instabilities observed in the eastern section of the wall and the differing slope <br />orientations necessitated the distinction between the two slopes. To take into <br />account the shallower slope angle of the past three benches as well as the final <br />' mine plan design, a 35° dip angle for the slope was used in the analysis of each <br />of the north walls. <br />As previously documented along the northeast wall, and as described in this <br />report, planar failures can occur when foliation planes that are intersected by two <br />or more joints daylight in the exposed highwall. The stereonet plots shown for <br />the northeast wall (Figure 11) and the northwest wall (Figure 12) indicate a <br />possibility for planar failure along the foliation plane F-1. Planar failure can occur <br />because the dip direction of the F-1 plane falls between the dip direction of the <br />slope face and the trend of the line of intersection formed by F-1 and P-2. In <br />addition, based on the stereonet plots, intersections between discontinuities F-1 <br />and P-2 and F-1 and P-3 will potentially occur, and each of the intersections will <br />fall very close to or within the daylighting envelope. <br />For the 2004 analysis (LF&A, 2004), the long-term impact of foliation F-1 on the <br />stability of both the northeast and northwest walls was further investigated using <br />discontinuity data that include elevation information for the foliation orientation. <br />These data were plotted on a chart showing dip angle in degrees versus <br />20 - <br />
The URL can be used to link to this page
Your browser does not support the video tag.