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Modelling of sand behaviour based on state concept

Author
CUBRINOVSKI, M1 ; ISHIHARA, K2
[1] Kiso-Jiban Consultants Co., Ltd., 1-11-5 Kudan-kita, Chiyoda-ku, Tokyo 102-8220, Japan
[2] Department of Civil Engineering, Science University of Tokyo, 2641 Yamazaki, Noda City, Chiba 278-0022, Japan
Source

Soils and foundations. 1998, Vol 38, Num 3, pp 115-127 ; ref : 21 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)
Analyse contrainte Densité apparente Dilatance Equation constitutive Essai cisaillement Essai non drainé Essai torsion Mécanique sol Paramètre physique Reconnaissance sol Relation contrainte déformation Simulation numérique Sol sableux
Keyword (en)
Stress analysis Bulk density Dilatancy Constitutive equation Shear test Undrained soil test Torsion test Soil mechanics Physical parameter Soil investigation Stress strain relation Numerical simulation Sandy soil
Keyword (es)
Análisis tensión Densidad aparente Dilatancia Ecuación constitutiva Ensayo cortante Prueba suelo no drenado Ensayo torsion Mecánica suelo Parámetro físico Reconocimiento terreno Relación tensión deformación Simulación numérica Suelo arenoso
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F01 Soil investigations. Testing

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F02 Soil mechanics. Rocks mechanics

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
1623916

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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