Discrete-continuum analysis of monotonic pile penetration in crushable sands
- Author
- JIANFENG WANG1 ; BUDI ZHAO1
[1] Department of Civil and Architectural Engineering, City University of Hong Kong, Hong-Kong - Source
Canadian geotechnical journal. = Revue canadienne de géotechnique. 2014, Vol 51, Num 10, pp 1095-1110, 16 p ; ref : 3/4 p
- CODEN
- CGJOAH
- ISSN
- 0008-3674
- Scientific domain
- Civil engineering; Geology; Geophysics
- Publisher
- National Research Council of Canada, Ottawa, ON
- Publication country
- Canada
- Document type
- Article
- Language
- English
- Author keyword
- analyse discrète-continue bris de particules pénétration de pieux simulation MED trajectoire des contraintes
- Keyword (fr)
- Agglomérat Contrainte Déformation In situ Modèle 3 dimensions Modèle Particule Pieu Pénétration Sable Simulation numérique Sol Trajectoire
- Keyword (en)
- agglomerate stress deformation in situ three-dimensional models models particles piles penetration sand digital simulation soils trajectory
- Keyword (es)
- Aglomerado Coacción Modelo 3 dimensiones Modelo Estaca Arena Simulación numérica Suelo
- Classification
- Pascal
- 001 Exact sciences and technology / 001E Earth, ocean, space / 001E01 Earth sciences / 001E01O Engineering and environment geology. Geothermics / 001E01O01 Engineering geology
- Discipline
- Earth sciences
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 29009747
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
10.1139/cgj-2013-0263 
https://dx.doi.org/10.1139/cgj-2013-0263
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