Transient seepage and slope stability analysis for rainfall induced landslide: a case study
A transient seepage and slope stability analyses were carried out for a case of rainfall-induced landslide in Air Laya Indonesia . The landslide occurred in December 2002 on a dumping area of an open coal mining site. This study examined the mechanism causing the slope failure based on transient ana...
Saved in:
Main Authors: | Gofar, Nurly, Lee, Min Lee, Asof, Marwan |
---|---|
Format: | Article |
Language: | English |
Published: |
Faculty of Civil Engineering, Universiti Teknologi Malaysia
2006
|
Subjects: | |
Online Access: | http://eprints.utm.my/id/eprint/8451/1/8451.pdf http://eprints.utm.my/id/eprint/8451/ http://www.civil.utm.my/content.php?id=389&cid=204&lang=1 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Extreme rainfall analysis for slope stability evaluation
by: Gofar, Nurly, et al.
Published: (2009) -
PERISI: a computer program for preliminary evaluation of rainfall-induced slope instability
by: Gofar, Nurly, et al.
Published: (2009) -
The effect of transient state rainfall on stability of a residual soil slope
by: Kassim, Azman, et al.
Published: (2006) -
A simple model for preliminary evaluation of rainfall-induced slope instability
by: Lee, Lee Min, et al.
Published: (2009) -
Block model approach for analysis of rock bench stability in open pit mines
by: Asof, Marwan, et al.
Published: (2010)