A simplified nonlinear approach for single pile settlement analysis
- Author
- ZHANG, Qian-Qing1 2 3 ; ZHANG, Zhong-Miao4 5
[1] Geotechnical and Structural Engineering Research Center, Shandong University, Ji'nan, China
[2] Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education, Zhejiang University, Hangzhou, China
[3] Institute of Geotechnical Engineering, Zhejiang University, China
[4] Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education, Zhejiang University, Hangzhou, China
[5] Institute of Geotechnical Engineering, Zhejiang University, China - Source
Canadian geotechnical journal. = Revue canadienne de géotechnique. 2012, Vol 49, Num 11, pp 1256-1266, 11 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
- friction superficielle unitaire ultime modèle bilinéaire modèle d'adoucissement pieu résistance à l'extrémité tassement
- Keyword (fr)
- Dégradation Déplacement Etude expérimentale Frottement Interface Modèle Pieu Sol Tassement Terrain
- Keyword (en)
- degradation displacements experimental studies friction interfaces models piles soils settlement terrains
- Keyword (es)
- Interfase Modelo Estaca Suelo Asentamiento
- 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
- 26751446
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/t11-110 
https://dx.doi.org/10.1139/t11-110
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