dc.contributor.authorFredlund, Delwyn G.
dc.contributor.authorRahardjo, Harianto
dc.date.accessioned2011-12-08T01:36:28Z
dc.date.available2011-12-08T01:36:28Z
dc.date.copyright1986en_US
dc.date.issued1986
dc.identifier.citationFredlund, D. G. & Rahardjo, H. (1986) Unsaturated Soil Consolidation Theory and Laboratory Experimental Data. Consolidation of Soils: Testing and Evaluation, 154-169.en_US
dc.identifier.urihttp://hdl.handle.net/10220/7354
dc.description.abstractThe volume change process of an unsaturated soil was considered as a transient flow problem with water and air flowing simultaneously under an applied stress gradient. laboratory experiments were performed to study the volume change behavior of unsaturated soils. Several compacted kaolin specimens were tested using modified Anteus oedometers and triaxial cells. Theoretical analyses were also made to best-fit the results from laboratory experiments. The fitting was accomplished by approximating the compressibility coefficients and adjusting the coefficients of permeability. The comparisons of the results obtained from the theory and the laboratory yield to a similar behavior of volume changes with respect to time.en_US
dc.language.isoenen_US
dc.relation.ispartofseriesConsolidation of soils: testing and evaluationen_US
dc.rights© 1986 ASTMen_US
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnical
dc.titleUnsaturated soil consolidation theory and laboratory experimental dataen_US
dc.typeJournal Article
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.identifier.doihttp://dx.doi.org/10.1520/STP34613S
dc.description.versionAccepted versionen_US


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