Documents disponibles écrits par cet auteur

Laterally loaded piles in a layered elastic medium / A. Verruijt in Géotechnique, Vol. 39 N°1 (Mars 1989) 

Public ISBD [article]  in Géotechnique > Vol. 39 N°1 (Mars 1989) . - pp. 39 –46 Titre : Laterally loaded piles in a layered elastic medium Type de document : texte imprimé Auteurs : A. Verruijt, Auteur ; A. P. Kooijman, Auteur Année de publication : 2007 Article en page(s) : pp. 39 –46 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Piles  Soil–structure  interaction  Finite  elements  Elasticity Résumé : A numerical model for a laterally loaded pile in a horizontally layered elastic continuum is presented. Starting from the notion that horizontal displacements dominate the displacement field of the soil around the pile, a quasi-three-dimensional analysis is obtained. The use of a large mainframe computer is avoided by a substructuring technique, in which the soil is divided into interacting horizontal layers. For these layers, the finite element and finite difference method are combined with a relatively simple and compact method of analysis. The results of application of this method to some simple problems are compared with other numerical solutions. ISSN : 0016-8505 En ligne : http://www.icevirtuallibrary.com/content/article/10.1680/geot.1989.39.1.39 [article] Laterally loaded piles in a layered elastic medium [texte imprimé] / A. Verruijt, Auteur ; A. P. Kooijman, Auteur . - 2007 . - pp. 39 –46. Génie Civil Langues : Anglais (eng) in Géotechnique > Vol. 39 N°1 (Mars 1989) . - pp. 39 –46 Mots-clés : Piles  Soil–structure  interaction  Finite  elements  Elasticity Résumé : A numerical model for a laterally loaded pile in a horizontally layered elastic continuum is presented. Starting from the notion that horizontal displacements dominate the displacement field of the soil around the pile, a quasi-three-dimensional analysis is obtained. The use of a large mainframe computer is avoided by a substructuring technique, in which the soil is divided into interacting horizontal layers. For these layers, the finite element and finite difference method are combined with a relatively simple and compact method of analysis. The results of application of this method to some simple problems are compared with other numerical solutions. ISSN : 0016-8505 En ligne : http://www.icevirtuallibrary.com/content/article/10.1680/geot.1989.39.1.39