University of Nevada, Reno
If you have any problems related to the accessibility of any content (or if you want to request that a specific publication be accessible), please contact (scholarworks@unr.edu). We will work to respond to each request in as timely a manner as possible.
Stability of excavated slopes in horizontally bedded rock
View/
Mackay314_Inghram.pdf (8.469Mb)
Date
1981Type
ThesisDepartment
Geological Sciences and Engineering
Degree Level
Master's Degree
Degree Name
Geological Engineering
Abstract
Possible modes of slope failure in horizontally bedded, soft sedimentary rock were examined at an open pit mine in the southern Powder River Basin, Wyoming. A stability analysis was developed for slab failures, and a sensitivity analysis was performed for small scale slab failures.
Description
Online access for this thesis was created in part with support from the Institute of Museum and Library Services (IMLS) administered by the Nevada State Library, Archives and Public Records through the Library Services and Technology Act (LSTA). To obtain a high quality image or document please contact the DeLaMare Library at https://unr.libanswers.com/ or call: 775-784-6945.
Permanent link
http://hdl.handle.net/11714/1388Additional Information
| Committee Member | Slemmons, D. B.; DeAngelis, Arnold J. R. |
|---|---|
| Rights | In Copyright |
| Rights Holder | Author(s) |
Collections
Metadata
Show full item recordRelated items
Showing items related by title, author, creator and subject.
-
.
.
.
Development of a Comprehensive Analysis Approach for Evaluating Superheavy Load Movement on Flexible Pavements
(2017)The movement of superheavy load (SHL) has become more common over years since it is a vital necessity for many important industries. Superheavy load (SHL) hauling units are much larger in size and weight compared to the ... -
.
.
.
An engineering analysis of the stability of Slide Mountain, Yosemite National Park, California
(University of Nevada, Reno, 1987)Factors contributing to the slope failure at Slide Mountain, located inside Yosemite National Park, have been identified and described. -
.
.
.
The long-term failure characteristics of overconsolidated clay shales in the Mount Diablo region
(University of Nevada, Reno, 1989)Relatively shallow slides at inclinations comparable to the residual friction angle of the existing clay shales are occurring within Lime Ridge. A stability analyses was preformed on three potential slides to determine ...
