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dc.contributor.authorZhang, HJ
dc.contributor.authorJeng, D-S
dc.contributor.authorBarry, DA
dc.contributor.authorSeymour, BR
dc.contributor.authorLi, L
dc.date.accessioned2017-05-03T11:59:01Z
dc.date.available2017-05-03T11:59:01Z
dc.date.issued2013
dc.date.modified2014-01-15T22:04:17Z
dc.identifier.issn0022-1694
dc.identifier.doi10.1016/j.jhydrol.2012.11.063
dc.identifier.urihttp://hdl.handle.net/10072/55655
dc.description.abstractFor solute transport in a deformable clay liner, the importance of consolidation in the presence of sorption and consolidation-induced advection are well known. Here a one-dimensional coupled consolidation and solute transport model for a partially saturated porous medium, including the new features of finite strain and geometric and material nonlinearity, is proposed. A new boundary condition at the compacted clay liner (CCL) base is also introduced. A comprehensive comparison demonstrates the significance of finite strain, compressibility of pore water (CPW), longitudinal dispersion (LD) and the degree of saturation on the solute transport in an unsaturated porous medium. Consolidation in the presence of sorption and consolidation-induced advection both affect solute transport in a deformable clay liner. Here, a one-dimensional coupled consolidation and solute transport model for a nearly saturated porous medium, including finite strain and geometric and material nonlinearity, was proposed. A new boundary condition at the compacted clay liner base was also introduced. The model demonstrates the significance of finite strain, pore water compressibility, dispersion and the degree of saturation on solute transport in an unsaturated, consolidating porous medium.
dc.description.peerreviewedYes
dc.description.publicationstatusYes
dc.languageEnglish
dc.language.isoeng
dc.publisherElsevier
dc.publisher.placeNetherlands
dc.relation.ispartofstudentpublicationN
dc.relation.ispartofpagefrom189
dc.relation.ispartofpageto199
dc.relation.ispartofjournalJournal of Hydrology
dc.relation.ispartofvolume479
dc.rights.retentionY
dc.subject.fieldofresearchCivil geotechnical engineering
dc.subject.fieldofresearchcode400502
dc.titleSolute transport in nearly saturated porous media under landfill clay liners: A finite deformation approach
dc.typeJournal article
dc.type.descriptionC1 - Articles
dc.type.codeC - Journal Articles
gro.date.issued2013
gro.hasfulltextNo Full Text
gro.griffith.authorJeng, Dong-Sheng


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