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AN ELASTOPLASTIC MODEL FOR UNSATURATED ROCKFILLS AND ITS SIMULATIONS OF LABORATORY TESTS

Author
KOHGO, Yuji1 ; ASANO, Isamu2 ; HAYASHIDA, Yoichi3
[1] Tokyo University of Agricultural and Technology, Japan
[2] Agriculture Forestry and Fishers Research Council, Japan
[3] Department of Geotechnical and Hydraulic Engineering, National Institute for Rural Engineering, Japan
Source

Soils and foundations. 2007, Vol 47, Num 5, pp 919-929, 11 p ; ref : 17 ref

CODEN
SOIFBE
ISSN
0038-0806
Scientific domain
Civil engineering; Geology
Publisher
Japanese Geotechnical Society, Tokyo
Publication country
Japan
Document type
Article
Language
English
Author keyword
(collapsed settlement) constitutive equation numerical analysis rockfill suction unsaturated soil (IGC: D4/D5/D6/E12)
Keyword (fr)
Analyse numérique Compression triaxiale Elastoplasticité Enrochement Equation constitutive Essai laboratoire Essai sol Etude comparative Etude expérimentale Modélisation Simulation numérique Sol non saturé Succion
Keyword (en)
Numerical analysis Triaxial compression Elastoplasticity Rockfill Constitutive equation Laboratory test Soil test Comparative study Experimental study Modeling Numerical simulation Unsaturated soil Suction
Keyword (es)
Análisis numérico Compresión triaxial Elastoplasticidad Escollera Ecuación constitutiva Ensayo laboratorio Ensayo suelo Estudio comparativo Estudio experimental Modelización Simulación numérica Suelo no saturado Succión
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
19953734

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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