Improving soil properties to prevent surficial slope failure
Many hill slope areas in Malaysia are vulnerable to soil erosion and shallow slope failures due to intense and frequent rainfall events. Rainfall induced slope failure can be attributed to: seepage force and seepage erosion, the loss of shear strength of the soil, and formation of tension cracks. Li...
Saved in:
Main Author: | Daneshmand, Saman |
---|---|
Format: | Thesis |
Language: | English |
Published: |
2009
|
Subjects: | |
Online Access: | http://eprints.utm.my/id/eprint/11130/1/SamanDaneshmandMFKA2009.pdf |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Analysis of slope stability and proposed remedial work for failure slope at Kuala Lumpur
by: Yong, Chin Yung
Published: (2014) -
Simulation analysis of slope stability : a case study on slope failure at new laboratory of Faculty of Mechanical Engineering UTM
by: Ling, Felix Ngee Leh
Published: (2003) -
Back analysis of slope failure induced by rainfall infiltration
by: Paul, Gloria
Published: (2014) -
Soil slope remediation works using soil nail
by: Chang, Teck Leong
Published: (2019) -
Effect of soil permeability on the stability of slope
by: Elfadil, Mohamed Elbyhagi
Published: (2007)