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Statnamic load tests on model piles and their 3D-elastoplastic FEM analyses

Author
KIMURA, Makoto1 ; BOONYATEE, Tirawat2
[1] Dept. of Civil Eng., Kyoto University, Kyoto, Japan
[2] Dept. of Civil Eng., Chulalongkorn University, Bangkok, Thailand
Source

Soils and foundations. 2002, Vol 42, Num 1, pp 71-87 ; 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
Keyword (fr)
Appareillage Coefficient amortissement Déplacement Elastoplasticité Essai charge Etude sur modèle Fondation sur pieu Frottement Modèle 3 dimensions Méthode élément fini Pieu Protocole expérimental Réponse dynamique Simulation numérique
Keyword (en)
Instrumentation Damping coefficient Displacement Elastoplasticity Loading test(mechanics) Model study Pile foundations Friction Three dimensional model Finite element method Pile Experimental protocol Dynamic response Numerical simulation
Keyword (es)
Instrumentación Coeficiente amortiguamiento Desplazamiento Elastoplasticidad Ensayo carga Estudio sobre modelo Fundación sobre pilotes Frotamiento Modelo 3 dimensiones Método elemento finito Estaca Protocolo experimental Respuesta dinámica Simulación numérica
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14C Structural analysis. Stresses / 001D14C03 Computation methods. Tables. Charts

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F03 Earthwork. Foundations. Retaining walls

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F06 Structure-soil interaction

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
14156613

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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