Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/11917
Title: Failure mechanisms of gentle granular soil slopes
Authors: Loke, Wai Lay.
Keywords: DRNTU::Engineering::Civil engineering::Geotechnical
Issue Date: 2004
Abstract: This 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.
URI: http://hdl.handle.net/10356/11917
Rights: Nanyang Technological University
Fulltext Permission: restricted
Fulltext Availability: With Fulltext
Appears in Collections:CEE Theses

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