dc.contributor.authorMeilani, Inge
dc.contributor.authorRahardjo, Harianto
dc.contributor.authorLeong, Eng Choon
dc.date.accessioned2011-12-09T01:35:50Z
dc.date.available2011-12-09T01:35:50Z
dc.date.copyright2005en_US
dc.date.issued2005
dc.identifier.citationMeilani, I., Rahardjo, H., & Leong, E. C. (2005). Pore-water Pressure and Water Volume Change of an Unsaturated Soil under Infiltration Conditions. Canadian Geotechnical Journal, 42(6), 1509–1531.en_US
dc.identifier.urihttp://hdl.handle.net/10220/7373
dc.description.abstractTriaxial shearing infiltration tests were conducted to study the pore-water pressure and volume change of unsaturated soils subjected to infiltration conditions. A modified triaxial apparatus with three Nanyang Technological University (NTU) mini suction probes along the specimen height was used for the experimental program. Elastic moduli were obtained for the soil structure with respect to changes in net confining pressure (E) and matric suction (H). Water volumetric moduli associated with changes in net confining pressure (Ew) and matric suction (Hw) were also obtained from the shearing infiltration tests. Water volumetric strain and pore-water pressure during the shearing infiltration tests were computed based on volume change theory. This paper presents the significance of obtaining the parameter Hw from an appropriate scanning curve of a soil-water characteristic curve (SWCC) for the computation of water volumetric strain and pore-water pressure changes during a shearing infiltration test. The appropriate scanning curve should be obtained from the wetting curve of the SWCC at the matric suction where the infiltration test commences.en_US
dc.language.isoenen_US
dc.relation.ispartofseriesCanadian geotechnical journalen_US
dc.rights© 2005 Canadian Science Publishingen_US
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnical
dc.titlePore-water pressure and water volume change of an unsaturated soil under infiltration conditionsen_US
dc.typeJournal Article
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.identifier.doihttp://dx.doi.org/10.1139/t05-066
dc.description.versionAccepted versionen_US


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