Use of the piezocone test to predict the axial capacity of driven and jacked piles in clay
- Author
- ALMEIDA, M. S. S1 ; DANZIGER, F. A. B1 ; LUNNE, T
[1] Graduate School of Engineering, Federal University of Rio de Janeiro, COPPE/UFRJ, P.O. Box 68506, 21945-970, Rio de Janeiro, Brazil - Source
Canadian geotechnical journal. = Revue canadienne de géotechnique. 1996, Vol 33, Num 1, pp 23-41 ; ref : 2 p.1/4
- 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 Essai charge Essai pénétration Essai traction Etude expérimentale Fondation sur pieu Fonçage Frottement superficiel Interaction sol structure Pieu battu Piézomètre Résistance mécanique Grande Bretagne Europe Royaume Uni
- Keyword (en)
- Clay Loading test(mechanics) Penetration test Tension test Experimental study Pile foundations Sinking(boring) Skin friction Structure soil interaction Driven pile Piezometer Strength Great Britain Europe United Kingdom
- Keyword (es)
- Arcilla Ensayo carga Ensayo penetración Ensayo tracción Estudio experimental Fundación sobre pilotes Excavación Frotamiento superficial Interacción suelo estructura Pilote hincado Piezómetro Resistencia mecánica Gran Bretaña Europa Reino Unido
- 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
- 3033701
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/t96-022 
https://dx.doi.org/10.1139/t96-022
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