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CONSOLIDATION ANALYSIS FOR PARTLY SATURATED CLAY BY USING AN ELASTIC-PLASTIC EFFECTIVE STRESS-STRAIN MODEL

Other title
ANALYSE DE LA CONSOLIDATION D'ARGILE PARTIELLEMENT SATUREE EN UTILISANT UN MODELE CONTRAINTE-DEFORMATION ELASTOPLASTIQUE (fr)
Author
CHANG CS; DUNCAN JM
UNIV. MASSACHUSETTS, DEP. CIVIL ENG./BOSTON MA/USA
Source
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS; ISSN 0363-9061; GBR; DA. 1983; VOL. 7; NO 1; PP. 39-55; BIBL. 2 P.
Document type
Article
Language
English
Keyword (fr)
GEOTECHNIQUE CONSOLIDATION SOL SOL SATURE RELATION CONTRAINTE DEFORMATION COMPRESSIBILITE PERMEABILITE EQUATION FORMULATION METHODE ELEMENT FINI TASSEMENT SEMELLE FONDATION SOL PARTIELLEMENT SATURE THEORIE CONSOLIDATION DE BIOT GENIE CIVIL
Keyword (en)
ENGINEERING GEOLOGY SOIL CONSOLIDATION SATURATED SOIL STRESS STRAIN RELATION COMPRESSIBILITY PERMEABILITY EQUATION FORMULATION FINITE ELEMENT METHOD PINKING FOOTING CIVIL ENGINEERING
Keyword (es)
INGENERIA CIVIL
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
PASCALBTP83X0181340

Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS

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