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Model factor for the bearing capacity of piles from pressuremeter test results - Eurocode 7 approach

Author
BURLON, S1 ; FRANK, R2 ; BAGUELIN, F3 ; HABERT, J4 ; LEGRAND, S4
[1] Université Paris-Est, IFSTTAR, Champs-sur-Marne, France
[2] Université Paris-Est, Navier Laboratory, CERMES, Champs-sur-Marne, France
[3] FONDASOL, Paris, France
[4] CETE Nord-Picardie, Lille, France
Source

Geotechnique. 2014, Vol 64, Num 7, pp 513-525, 13 p ; ref : 3/4 p

CODEN
GTNQA8
ISSN
0016-8505
Scientific domain
Civil engineering; Geology; Geophysics
Publisher
Telford, London
Publication country
United Kingdom
Document type
Article
Language
English
Author keyword
bearing capacity footings/foundations in situ testing piles site investigation standards statistical analysis
Keyword (fr)
Analyse statistique Base de données Compression Dispersion Essai charge Etalonnage Expérimentation Fondation In situ Modèle Pieu Portance Pressiométrie Semelle fondation Sécurité France Europe Ouest Europe
Keyword (en)
statistical analysis data bases compression dispersion load tests calibration testing foundations in situ models piles bearing capacity pressiometer tests footings safety France Western Europe Europe
Keyword (es)
Base dato Compresión Dispersión Ensayo carga Contraste Cimentación Modelo Estaca Fuerza sustentación Presiometría Zapata Francia Europa del Oeste Europa
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
28602382

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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