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An Intrinsic Compressibility Framework for Clayey Soils

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dc.contributor.author Belokas, G en
dc.contributor.author Kavvadas, M en
dc.date.accessioned 2014-03-01T02:01:45Z
dc.date.available 2014-03-01T02:01:45Z
dc.date.issued 2011 en
dc.identifier.issn 09603182 en
dc.identifier.uri http://hdl.handle.net/123456789/29238
dc.subject Clay en
dc.subject Correlations en
dc.subject Intrinsic compressibility en
dc.subject Stress dilatancy en
dc.subject Structure en
dc.subject Structureless en
dc.subject.other Clayey soils en
dc.subject.other Compression curves en
dc.subject.other Correlations en
dc.subject.other Effective stress en
dc.subject.other General methodologies en
dc.subject.other Index properties en
dc.subject.other Intrinsic compressibility en
dc.subject.other Intrinsic property en
dc.subject.other Material constant en
dc.subject.other Mathematical formulation en
dc.subject.other Mathematical frameworks en
dc.subject.other Radial stress en
dc.subject.other Reference state en
dc.subject.other Stress dilatancy en
dc.subject.other Structureless en
dc.subject.other Constitutive models en
dc.subject.other Textiles en
dc.subject.other Compressibility en
dc.subject.other anisotropy en
dc.subject.other clay soil en
dc.subject.other compression en
dc.subject.other correlation en
dc.subject.other estimation method en
dc.subject.other numerical method en
dc.subject.other soil mechanics en
dc.subject.other stress en
dc.title An Intrinsic Compressibility Framework for Clayey Soils en
heal.type journalArticle en
heal.identifier.primary 10.1007/s10706-011-9422-0 en
heal.identifier.secondary http://dx.doi.org/10.1007/s10706-011-9422-0 en
heal.publicationDate 2011 en
heal.abstract A mathematical framework for the description of structureless clay behaviour is proposed in this paper. It is based on the observation that there exists a biunique relationship between the radial stress path direction and the compression curve on the specific volume (v = 1 + e)-mean effective stress (σ or p) plane. The projection on the v - σ plane defines the Intrinsic Compression Curve (ICC) of the corresponding radial stress path, which results in infinite possible ICC curves. Following a normalization procedure, a general methodology is presented, which can be applied to any mathematical formulation of the ICC curve. The constants included in this description are called intrinsic properties. This procedure can be easily implemented to anisotropic constitutive models. Its importance is based on the fact that modern constitutive models require a definition of the structureless state, as this state is the limiting reference state of the fully destructured material. In addition, the paper presents a set of correlations for the estimation of the intrinsic properties from the index properties, which helps on the preliminary selection of the material constants. © 2011 Springer Science+Business Media B.V. en
heal.journalName Geotechnical and Geological Engineering en
dc.identifier.doi 10.1007/s10706-011-9422-0 en
dc.identifier.volume 29 en
dc.identifier.issue 5 en
dc.identifier.spage 855 en
dc.identifier.epage 871 en


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