| Titre : | Laterally loaded piles in a layered elastic medium (2007) |
| Auteurs : | A. Verruijt, Auteur ; A. P. Kooijman, Auteur |
| Type de document : | Article : texte imprimé |
| Dans : | Géotechnique (Vol. 39 N°1, Mars 1989) |
| Article en page(s) : | pp. 39 –46 |
| Note générale : | Génie Civil |
| Langues : | Anglais |
| Tags : | 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 |
