dc.contributor.authorRahardjo, Harianto
dc.contributor.authorHritzuk, K. J.
dc.contributor.authorLeong, Eng Choon
dc.contributor.authorRezaur, R. B.
dc.date.accessioned2011-12-08T08:52:53Z
dc.date.available2011-12-08T08:52:53Z
dc.date.copyright2003en_US
dc.date.issued2003
dc.identifier.citationRahardjo, H., Hritzuk, K. J., Leong, E. C., & Rezaur, R. B. (2003). Effectiveness of Horizontal Drains for Slope Stability. Engineering Geology, 69(3-4), 295-308.en_US
dc.identifier.urihttp://hdl.handle.net/10220/7368
dc.description.abstractHorizontal drains have been commonly used in stabilising unsaturated residual soil slopes. This study examines the effectiveness of horizontal drains in stabilising residual soil slopes against rainfall-induced slope failures under a tropical climate. The study includes field instrumentation at two residual soil slopes complemented with a parametric study relating to drain position. Field monitoring results indicate that rainfall infiltration is limited to a certain depth below which infiltration becomes insignificant. This zone tends to be unsuitable for horizontal drains. Horizontal drains were found to be most effective when located at the base of a slope. The parametric study indicated conditions under which horizontal drains are effective or ineffective in improving the stability of a slope. It was also found that horizontal drains have little role in minimising infiltration in an unsaturated residual soil slope. Benefits of using horizontal drains can be obtained through the lowering of the water table.en_US
dc.language.isoenen_US
dc.relation.ispartofseriesEngineering geologyen_US
dc.rights© 2003 Elsevier Ltd.en_US
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnical
dc.titleEffectiveness of horizontal drains for slope stabilityen_US
dc.typeJournal Article
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.identifier.doihttp://dx.doi.org/10.1016/S0013-7952(02)00288-0
dc.description.versionAccepted versionen_US


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