Descripción del comportamiento tensodeformacional de los suelos granulares. Teoría del estado crítico

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dc.contributor.authorMateos Garcia, M. T.
dc.contributor.authorEstaire, J.
dc.date.accessioned2016-11-23T09:24:53Z
dc.date.available2016-11-23T09:24:53Z
dc.date.issued1996
dc.description.abstractThe main features of the stress - strain behaviour of granular soils are described in this paper on the basis o f the typical results of triaxial tests. The principal feature of this behaviour consists on the capability of this kind of soils to change their volume when they are suffering shear strains. The complete and genera/ behaviour of granular soils is explained through a general theory known as Critical State Theoryen_US
dc.identifier.urihttp://hdl.handle.net/10272/12871
dc.language.isospaen_US
dc.publisherSociedad Geológica de Españaen_US
dc.rightsAtribución-NoComercial-SinDerivadas 3.0 España*
dc.rights.accessRightsopen accessen_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/*
dc.subject.otherGranular soilsen_US
dc.subject.otherStress - strain behaviouren_US
dc.subject.otherCritical stateen_US
dc.titleDescripción del comportamiento tensodeformacional de los suelos granulares. Teoría del estado críticoen_US
dc.titleDescription of the stress - strain behaviour of granular soilseng
dc.typejournal articleen_US
dspace.entity.typePublication

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Geogaceta -- Nº 20-6, (1996)