Liquefaction characteristics of saturated sand deposits under nonuniform vertical stresses
- Author
- YAMAMOTO, T1 ; OHARA, S; ISHIKAWA, M1
[1] Yamaguchi univ., dep. civil eng., Tokiwadai Ube 755, Japan - Source
Soils and foundations. 1994, Vol 34, Num 3, pp 11-20 ; ref : 14 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)
- Charge verticale Essai cisaillement Essai sur modèle Liquéfaction Pression pores Relation contrainte déformation Sable Sol saturé Tassement
- Keyword (en)
- Vertical load Shear test Model test Liquefaction Pore pressure Stress strain relation Sand Saturated soil Settlement
- Keyword (es)
- Carga vertical Ensayo cortante Ensayo sobre modelo Licuefacción Presión poros Relación tensión deformación Arena Suelo saturado Asentamiento
- Classification
- 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
- 3400533
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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DOI
10.3208/sandf1972.34.3_11 
https://dx.doi.org/10.3208/sandf1972.34.3_11
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