My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2018-09-06_REVISION - M1973021 (10)
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1973021
>
2018-09-06_REVISION - M1973021 (10)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/4/2025 4:13:37 AM
Creation date
9/7/2018 2:59:25 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1973021
IBM Index Class Name
REVISION
Doc Date
9/6/2018
Doc Name Note
PART 5 OF 7
Doc Name
Request For Amendment To Permit
From
GEI Consultants
To
DRMS
Type & Sequence
AM6
Email Name
ECS
MAC
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.
/
113
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
�j ROCTOwLE 1 <br /> .1 <br /> 0 <br /> 5 <br /> •�l►� Page 2 of 2 <br /> -`I•.. <br /> Slope Geometry <br /> Property Value <br /> Slope Angle(°) BS <br /> Slope Height(ft) 70 <br /> Upper Slope Angle(') 2 <br /> Toppling Joint Spacing(ft) 1.4 <br /> Toppling Joint Dip(') 75 <br /> Overall Base Inclination(') 35 <br /> Rock Properties <br /> Property Vahta <br /> Rock Unit Weight(lbs/ft3) 172 <br /> Base Shear Strength Model Mohr-Coulomb <br /> Base Cohesion(lbs/ft2) 450 <br /> Base Friction Angle(') 35 <br /> Base Tensile Strength(lbs/ft2) 104400 <br /> Toppling Joint Shear Strength Model Mohr-Coulomb <br /> Toppling Joint Cohesion(lbs/ft2) 450 <br /> Toppling Joint Friction Angle(') 35 <br /> Toppling Joint Tensile Strength(lbs/ft2) 104400 <br /> MQ All Data_Individual Bench 7113 Direct Toppling East Facing.rtop GEI Consultants,Inc 5/24/2017,3:20:30 PM <br />
The URL can be used to link to this page
Your browser does not support the video tag.