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|dc.description.abstract||The 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.rights||Nanyang Technological University||en_US|
|dc.title||Rainfall-induced slope failures||en_US|
|dc.contributor.school||School of Civil and Structural Engineering||en_US|
|Appears in Collections:||CEE Research Reports (Staff & Graduate Students)|
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