Physical and theoretical modeling of rock slopes against block-flexure toppling failure
Block-flexure is the most common mode of toppling failure in natural and excavated rock slopes. In such failure, some rock blocks break due to tensile stresses and some overturn under their own weights and then all of them topple together. In this paper, first, a brief review of previous studies on...
Main Authors: | Mehdi Amini, Mohammad Golamzadeh, Mohammad Khosravi |
---|---|
Format: | Article |
Language: | English |
Published: |
University of Tehran
2015-12-01
|
Series: | International Journal of Mining and Geo-Engineering |
Subjects: | |
Online Access: | http://ijmge.ut.ac.ir/article_56103_9e3571f39d3b522bafc46870d53bad7e.pdf |
Similar Items
-
Flexural Toppling Failure in Rock Slopes: From Theory to Applications
by: Abbas Majdi, et al.
Published: (2011-12-01) -
Analysis of Flexural Toppling Failure in Rock Slopes Using Discrete Element Method
by: Yun Zheng, et al.
Published: (2021-10-01) -
An Analytical Solution for Block Toppling Failure of Rock Slopes during an Earthquake
by: Songfeng Guo, et al.
Published: (2017-09-01) -
A two-dimensional limit equilibrium computer code for analysis of complex toppling slope failures
by: Akbar Ardestani, et al.
Published: (2021-02-01) -
[en] BLOCK-FLEXURE TOPPLING MECHANISM: CASE NW SLOPE TINTAYA´S MINE
by: JORGE DUENAS RAMIREZ
Published: (2007)