Capillary barrier for slope stabilization

This report is a summary of the findings of RG 7/99 research project entitled "Capillary Barrier for Slope Stabilization".This project was undertaken with an objective to study the effectiveness of capillary barrier in stabilizing residual soil slopes against rainfall-induced slope failure...

Full description

Saved in:
Bibliographic Details
Main Authors: Rahardjo, Harianto, Leong, Eng Choon, Fredlund, D. G., Wilson, G. W., Toll, D. G.
Other Authors: School of Civil and Environmental Engineering
Format: Research Report
Published: 2008
Subjects:
Online Access:http://hdl.handle.net/10356/5179
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Nanyang Technological University
id sg-ntu-dr.10356-5179
record_format dspace
spelling sg-ntu-dr.10356-51792023-03-03T16:44:10Z Capillary barrier for slope stabilization Rahardjo, Harianto Leong, Eng Choon Fredlund, D. G. Wilson, G. W. Toll, D. G. School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical This report is a summary of the findings of RG 7/99 research project entitled "Capillary Barrier for Slope Stabilization".This project was undertaken with an objective to study the effectiveness of capillary barrier in stabilizing residual soil slopes against rainfall-induced slope failures under the climatic conditions in Singapore. The project involves examination of the behavior of a capillary barrier by conducting laboratory experiments in a one-dimensional 'soil column' and a two-dimensional 'infiltration box' under different soil types, soil thickness and different rainfall conditions relevant to tropical climate. The use of local compacted residual soils as a capillary barrier for minimizing infiltration was also investigated. The project also included numerical studies in order to understand and to recommend optimum design of capillary barriers as a soil cover to minimize infiltration. 2008-09-17T10:31:16Z 2008-09-17T10:31:16Z 2004 2004 Research Report http://hdl.handle.net/10356/5179 Nanyang Technological University application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
topic DRNTU::Engineering::Civil engineering::Geotechnical
spellingShingle DRNTU::Engineering::Civil engineering::Geotechnical
Rahardjo, Harianto
Leong, Eng Choon
Fredlund, D. G.
Wilson, G. W.
Toll, D. G.
Capillary barrier for slope stabilization
description This report is a summary of the findings of RG 7/99 research project entitled "Capillary Barrier for Slope Stabilization".This project was undertaken with an objective to study the effectiveness of capillary barrier in stabilizing residual soil slopes against rainfall-induced slope failures under the climatic conditions in Singapore. The project involves examination of the behavior of a capillary barrier by conducting laboratory experiments in a one-dimensional 'soil column' and a two-dimensional 'infiltration box' under different soil types, soil thickness and different rainfall conditions relevant to tropical climate. The use of local compacted residual soils as a capillary barrier for minimizing infiltration was also investigated. The project also included numerical studies in order to understand and to recommend optimum design of capillary barriers as a soil cover to minimize infiltration.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Rahardjo, Harianto
Leong, Eng Choon
Fredlund, D. G.
Wilson, G. W.
Toll, D. G.
format Research Report
author Rahardjo, Harianto
Leong, Eng Choon
Fredlund, D. G.
Wilson, G. W.
Toll, D. G.
author_sort Rahardjo, Harianto
title Capillary barrier for slope stabilization
title_short Capillary barrier for slope stabilization
title_full Capillary barrier for slope stabilization
title_fullStr Capillary barrier for slope stabilization
title_full_unstemmed Capillary barrier for slope stabilization
title_sort capillary barrier for slope stabilization
publishDate 2008
url http://hdl.handle.net/10356/5179
_version_ 1759853508492787712