Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/7959
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dc.contributor.authorRahardjo, Hariantoen_US
dc.date.accessioned2008-09-19T01:02:40Z
dc.date.available2008-09-19T01:02:40Z
dc.date.copyright1999en_US
dc.date.issued1999
dc.identifier.urihttp://hdl.handle.net/10356/7959
dc.description.abstractThe project characterise the soil properties of the residual soils of Singapore and to study the mechanism of rainfall-induced slope failures. The project consisted of field and laboratory investigations to establish the shear strength and permeability characteristics of selected residual soils, field instrumentation to study matric suction profiles in a typical residual soil slope, field reconnaissance of several rainfall-induced landslides, and a numerical back analysis of a failed slope.en_US
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnical
dc.titleEffect of rainfall on the slope stability of residual soil in Singaporeen_US
dc.typeResearch Reporten_US
dc.contributor.schoolSchool of Civil and Structural Engineeringen_US
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Appears in Collections:CEE Research Reports (Staff & Graduate Students)
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