Stability analysis of unsaturated slopes subjected to rainfall infiltration
Prolonged high intensity rainfall which took place on 17 to 20 December has triggered a number of slope failures at Universiti Teknologi Malaysia (UTM) Skudai campus. Two instrumented slopes were investigated for the effects of soil characteristics on the mechanism of rainfall infiltration in slope....
Saved in:
Main Authors: | El-Fadil, Mohamed El-Byhagi, Gofar, Nurly |
---|---|
Format: | Article |
Language: | English |
Published: |
Faculty of Civil Engineering
2008
|
Subjects: | |
Online Access: | http://eprints.utm.my/id/eprint/8582/1/MEBEFadil2008-Stability_Analysis_Of_Unsaturated_Slopes.pdf http://eprints.utm.my/id/eprint/8582/ http://www.fka.utm.my |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Numerical modelling of coupled seepage-deformation subjected to rainfall infiltration in unsaturated slope
by: Edgar, Jr. Joe, et al.
Published: (2020) -
Extreme rainfall analysis for slope stability evaluation
by: Gofar, Nurly, et al.
Published: (2009) -
Mechanics of rainfall infiltration through soil slope
by: Gofar, Nurly, et al.
Published: (2008) -
Numerical simulation of infiltration through unsaturated layered soil column
by: Kassim, Azman, et al.
Published: (2008) -
Effect of surface boundary condition on rainfall infiltration
by: Gofar, Nurly, et al.
Published: (2006)