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dc.contributor.authorNavarro, Vicente
dc.contributor.authorAlonso Pérez de Agreda, Eduardo
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica
dc.date.accessioned2009-03-05T18:54:36Z
dc.date.available2009-03-05T18:54:36Z
dc.date.created2001
dc.date.issued2001
dc.identifier.citationNavarro, N.; Alonso, E.E. Secondary compression of clays as a local dehydration process. Géotechnique, 2001, vol. 51, no. 10, pp. 859–869.
dc.identifier.urihttp://hdl.handle.net/2117/2632
dc.description.abstractLong-term volumetric deformations of clays are interpreted in terms of water transfer from clay aggregates to the bulk water. Chemical potentials for the two states of water are first derived and then integrated into balance equations in order to find expressions for the rate of secondary deformation. The resulting model requires the determination of three material parameters, which have a physical interpretation. A procedure to interpret conventional consolidation tests and to find model parameters is described. The model seems to capture well the observed features of secondary clay behaviour, and reproduces in a consistent manner the response of samples of different thickness.
dc.format.extent11 p.
dc.language.isoeng
dc.publisherInstitution of Civil Engineers (http://www.ice.org.uk/)
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 Spain
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls
dc.subject.lcshClay soils
dc.subject.otherCreep
dc.subject.otherFabric/structure of soils
dc.subject.otherLaboratory tests
dc.subject.otherTheoretical analysis
dc.subject.otherTime dependence
dc.titleSecondary compression of clays as a local dehydration process
dc.typeArticle
dc.subject.lemacArgila
dc.identifier.doi10.1680/geot.51.10.859.41064
dc.description.peerreviewedPeer Reviewed
dc.rights.accessOpen Access
local.personalitzacitaciotrue


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