Interpretation of cone penetration tests - a unified approach
- Author
- ROBERTSON, P. K1
[1] University of Alberta Geotechnical Centre, Department of Civil and Environmental Engineering, University of Alberta, 3-133 Markin/CNRL Natural Resources Engineering Facility, Edmonton, AB T6G 2W2, Canada - Source
Canadian geotechnical journal. = Revue canadienne de géotechnique. 2009, Vol 46, Num 11, pp 1337-1355, 19 p ; 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
- Author keyword
- angle de friction maximal essai de pénétration au cône (« CPT ») interprétation module du sol paramètre d'état rapport de surconsolidation (« OCR ») sensibilité type de sol
- Keyword (fr)
- Amérique du Nord Cisaillement Corrélation Cône Francium Frottement Géotechnique In situ Interprétation Normalisation Onde Projet Pénétration Sol Terrain Test pénétration cône Vitesse
- Keyword (en)
- North America shear correlation cones francium friction engineering geology in situ interpretation standardization waves projects penetration soils terrains cone penetration tests velocity
- Keyword (es)
- America del norte Cizalladura Correlación Francio Geotécnica Interpretación Normalización Proyecto Suelo Velocidad
- 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
- 22263802
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/T09-065 
https://dx.doi.org/10.1139/T09-065
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