Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/11917
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dc.contributor.authorLoke, Wai Lay.en_US
dc.date.accessioned2008-09-25T06:32:26Z-
dc.date.available2008-09-25T06:32:26Z-
dc.date.copyright2004en_US
dc.date.issued2004-
dc.identifier.urihttp://hdl.handle.net/10356/11917-
dc.description.abstractThis thesis presents an experimental study on the instability behaviour of granular soil and its implications in the interpretation of the failure mechanisms of gentle granular soil slopes. A granular fill retrieved from a reclamation site in Singapore was used in the experiments. The study was carried out by conducting specialised triaxial tests on very loose to dense specimens prepared using either the water sedimentation (WS) or the moist tamping (MT) method.en_US
dc.format.extent241 p.-
dc.language.isoen-
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnical-
dc.titleFailure mechanisms of gentle granular soil slopesen_US
dc.typeThesisen_US
dc.contributor.supervisorChu, Jianen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeMaster of Engineering (CEE)en_US
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