Discrete element study of a complex block-flexural toppling failure in a rock slope
Evidence of a complex failure mechanism which involved both a distinct planar sliding surface, in addition to block-flexural toppling has contributed to the instability at a UK slate quarry. The failure was investigated using the Discrete Element Method (DEM) and the Finite Element Method (FEM). The...
Saved in:
Main Authors: | A. Abdullah, Rini, Murphy, William, J. Fowell, Robert |
---|---|
Format: | Conference or Workshop Item |
Published: |
2012
|
Subjects: | |
Online Access: | http://eprints.utm.my/id/eprint/34359/ https://www.isrm.net/gca/index.php?id=1136 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Discrete element modelling in rock slope stability analysis
by: Abdullah, Rini Asnida, et al.
Published: (2013) -
Malaysia confident of toppling the Thais
by: The Star, Malaysia
Published: (1990) -
The mechanism of failure of structural lightweight concrete infill of IBS blocks subjected to flexural
by: Hussein Amran, Mugahed Yahya
Published: (2013) -
Rock toppling assessment at Mugling-Narayanghat road section: a case study from Mauri Khola landslide, Nepal
by: Regmi, Amar Deep, et al.
Published: (2014) -
Application of a comprehensive rock slope stability assessment approach for selected Malaysian granitic rock slopes
by: Abdul Rahim, Afiq Farhan, et al.
Published: (2022)