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, T2
[1] Graduate School of Engineering, Federal University of Rio de Janeiro, COPPE/UFRJ, P.O. Box 68506, 21945-970, Rio de Janeiro, Brazil
[2] Norwegian Geotechnical Institute, NGI, P.O. Box 3930, Ullevaal Hageby, 0806 Oslo, Norway - Source
Publikasjon - Norges Geotekniske Institutt. = Publication - Norwegian Geotechnical Institute. 1997, Vol 202, pp 23-41 ; ref : 2 p.1/4
- ISSN
- 0078-1193
- Scientific domain
- Civil engineering; Geology
- Publisher
- Norwegian Geotechnical Institute, Oslo
- Publication country
- Norway
- Document type
- Article
- Language
- English
- Keyword (fr)
- Argile Calcul Charge axiale Corrélation Cône Essai charge Essai en place Essai pénétration Etude expérimentale Frottement superficiel Mécanique sol Pieu Prévision Résultat mesure Norvège Europe
- Keyword (en)
- Clay Calculation Axial load Correlation Cone Loading test(mechanics) In situ test Penetration test Experimental study Skin friction Soil mechanics Pile Forecasting Measurement result Norway Europe
- Keyword (es)
- Arcilla Cálculo Carga axial Correlación Cono Ensayo carga Ensayo en sitio Ensayo penetración Estudio experimental Frotamiento superficial Mecánica suelo Estaca Previsión Resultado medición Noruega Europa
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F01 Soil investigations. Testing
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 2142016
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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