Pore-water pressures in soft to firm clay during driving of piles into underlying dense sand
- Author
- EIGENBROD, K. D1 ; ISSIGONIS, T
[1] Department of Civil Engineering, Lakehead University, Thunder Bay, Ont., Canada - Source
Canadian geotechnical journal. = Revue canadienne de géotechnique. 1996, Vol 33, Num 2, pp 209-218 ; ref : 3 ref
- 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
- Keyword (fr)
- Argile sensible Battage pieu Fondation sur pieu Fonçage Piézomètre Pression pores Sable Sol mou
- Keyword (en)
- Sensitive clay Pile driving Pile foundations Sinking(boring) Piezometer Pore pressure Sand Soft soil
- Keyword (es)
- Arcilla sensible Hincado estaca Fundación sobre pilotes Excavación Piezómetro Presión poros Arena Suelo blando
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F03 Earthwork. Foundations. Retaining walls
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 3079986
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/t96-001 
https://dx.doi.org/10.1139/t96-001
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