dc.contributor.authorInge Meilani.en_US
dc.date.accessioned2008-09-25T06:30:16Z
dc.date.available2008-09-25T06:30:16Z
dc.date.copyright2004en_US
dc.date.issued2004
dc.identifier.urihttp://hdl.handle.net/10356/11836
dc.description.abstractThis thesis consists of 3 parts. Study the shear strength characteristics of saturated and unsaturated soils under shearing-infiltration conditions. The characteristics of pore-water pressure development and volume change in soil under infiltration were investigated.en_US
dc.format.extent465 p.
dc.language.isoen
dc.rightsNanyang Technological Universityen_US
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnical
dc.titleShear strength characteristics of a compacted kaolin under infiltration conditionsen_US
dc.typeThesisen_US
dc.contributor.supervisorRahardjo, Hariantoen_US
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.description.degreeDoctor of Philosophy (CEE)en_US


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