A full 3-D finite element analysis of tunneling adjacent structures interaction

type de publication      article dans une revue internationale avec comité de lecture
date de publication 2003
auteur(s) Mroueh Hussein; Shahrour Isam
journal Computers and Geotechnics
volume (numéro) 30
  
pages 245 – 253
résumé This paper concerns a study o the interaction between tunneling in soft soils and adjacent structures. Analysis is performed using a full three-dimensional finite model, wich takes into consideration he presence of the structure during the construction of the tunnel. The soil behavior is assumed to be governed by an elastic perfectly-plastic constitutive relation based on the Mohr-Coulomb criterion with a non-associative flow rule. The paper is composed of three parts. The first part describes the numerical model used in this study, the second part concerns a full three-dimensional analysis of the construction of a shallow tunnel close to a two level building. The last part includes comparison between the full 3D analysis and a simplified approach, wich neglects the influence of the presence of the sructure in the determination of the tunneling-induced ground movement.
mots clés Finite element; Interaction; Plasticity; Structure; Three-dimensional; Tunneling
lien lien  
Exporter la citation au format CSV (pour Excel) ou BiBTeX (pour LaTeX).