Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/7974
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dc.contributor.authorRahardjo, Hariantoen_US
dc.date.accessioned2008-09-19T01:02:58Z
dc.date.available2008-09-19T01:02:58Z
dc.date.copyright2000en_US
dc.date.issued2000
dc.identifier.urihttp://hdl.handle.net/10356/7974
dc.description.abstractThe main objectives of this study were to determine the mechanism that leads to rainfall-induced slope failures in residual soil, develope guidelines for stability assessments against such failures in Singapore and suggest preventive measures. (This report is accompanied by 1 addendum report).en_US
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnical
dc.titleRainfall-induced slope failuresen_US
dc.typeResearch Reporten_US
dc.contributor.schoolSchool of Civil and Structural Engineeringen_US
item.grantfulltextrestricted-
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Appears in Collections:CEE Research Reports (Staff & Graduate Students)
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