Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/94512
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dc.contributor.authorRahardjo, Hariantoen
dc.contributor.authorFredlund, Delwyn G.en
dc.date.accessioned2011-12-08T01:36:28Zen
dc.date.accessioned2019-12-06T18:57:16Z-
dc.date.available2011-12-08T01:36:28Zen
dc.date.available2019-12-06T18:57:16Z-
dc.date.copyright1986en
dc.date.issued1986en
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
dc.identifier.urihttps://hdl.handle.net/10356/94512-
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
dc.language.isoenen
dc.relation.ispartofseriesConsolidation of soils: testing and evaluationen
dc.rights© 1986 ASTMen
dc.subjectDRNTU::Engineering::Civil engineering::Geotechnicalen
dc.titleUnsaturated soil consolidation theory and laboratory experimental dataen
dc.typeJournal Articleen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen
dc.identifier.doi10.1520/STP34613Sen
dc.description.versionAccepted versionen
item.fulltextNo Fulltext-
item.grantfulltextnone-
Appears in Collections:CEE Journal Articles

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