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Coupling plasticity and energy-conserving elasticity models for clays

Author
BORJA, R. I1 ; TAMAGNINI, C2 ; AMOROSI, A3
[1] Dept. of Civ. Engrg., Stanford Univ., Stanford, CA 94305-4020, United States
[2] Dept. of Civ. Engrg., Stanford Univ., Stanford, CA, United States
[3] Dept. of Struct. and Geotech. Engrg., Università Degli Studi di Roma La Sapienza, Rome, Italy
Source

Journal of geotechnical and geoenvironmental engineering. 1997, Vol 123, Num 10, pp 948-957 ; ref : 43 ref

ISSN
1090-0241
Scientific domain
Environment; Civil engineering
Publisher
American Society of Civil Engineers, New York, NY
Publication country
United States
Document type
Article
Language
English
Keyword (fr)
Argile Compressibilité Conservation énergie Elasticité Essai sol Modèle non linéaire Modélisation Plasticité Relation contrainte déformation Simulation numérique
Keyword (en)
Clay Compressibility Energy conservation Elasticity Soil testing Non linear model Modeling Plasticity Stress strain relation Numerical simulation
Keyword (es)
Modelo no lineal Modelización Relación tensión deformación Simulación numérica
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F01 Soil investigations. Testing

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
2824598

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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