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|Title:||Shear strength of a compacted residual soil from unsaturated direct shear tests||Authors:||Melinda, Fifi.||Keywords:||DRNTU::Engineering::Civil engineering::Geotechnical||Issue Date:||1998||Abstract:||The objective of this research was to study the shear strength and volume change characteristics of a compacted residual soil from the Bukit Timah Granitic Formation in Singapore when sheared under constant suction and shearing-infiltration condition. The characteristics of pore-water pressure changes due to water infiltration and the effects of pore-water pressure changes on the deformation and the stability of a slope were investigated.||URI:||http://hdl.handle.net/10356/13108||Fulltext Permission:||restricted||Fulltext Availability:||With Fulltext|
|Appears in Collections:||CEE Theses|
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