[en] A satisfactory prediction of the settlements of hyperstatic structures is becoming more and more important in their design and construction. In this paper, the problems related to the behaviour of a group of piles and to the quality of the drilled piles of the canal-bridge of Houdeng (Belgium) are analysed in a non conventional fashion, based on a finite element analysis, thanks to sufficient experimental data. The influence of an imperfectly cleaned excavation bottom and of the destructuration of the bottom rocks caused by the drilling of the piles is investigated. A particular attention is also given to the behaviour of a group of piles.
Disciplines :
Civil engineering
Author, co-author :
Trevisan, Stefano; Université de Liège - ULiège
Li, Xian Ling; Université de Liège - ULiège
Collin, Frédéric ; Université de Liège - ULiège > Département Argenco : Secteur GEO3 > Géomécanique et géologie de l'ingénieur
Bolle, Albert ; Université de Liège - ULiège > Département Argenco : Secteur GEO3 > Mécanique des sols et des roches & infrastructures
Charlier, Robert ; Université de Liège - ULiège > Département Argenco : Secteur GEO3 > Géomécanique et géologie de l'ingénieur
Counasse, Clément ; Université de Liège - ULiège > Département Argenco : Secteur GEO3 > Géomécanique et géologie de l'ingénieur
Cremer, Jean-Marie ; Université de Liège - ULiège > Département Argenco : Secteur SE > Stabilité des constructions et struct. métalliques
Del Forno, Jean Yves; Bureau d'Etude Greisch
De Ville De Goyet, Vincent ; Université de Liège - ULiège > Département Argenco : Secteur SE > Département Argenco : Secteur SE
Language :
French
Title :
Modélisation 3D d’un groupe de pieux pour le pont-canal de Houdeng
Publication date :
2003
Journal title :
Revue Française de Géotechnique
ISSN :
0181-0529
Publisher :
Presses de l'Ecole Nationale des Ponts et Chaussées, Paris, France
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