Design of geocells reinforced soil structures through a homogenization method and a finite difference method: Comparision and charts
Résumé
The purpose of this paper is to compare two different methodes of stability analysis developped for a new type of retaining wall reinforced with a three dimensionnal hexagonal shape geotextile. In order to explain th effect of geocells as a reinforcing member and the mechanism of confinment, a two blocks method using a theory that defines an equivalent homogeneous material is proposed.
Domaines
Sciences de l'ingénieur [physics]
Origine : Accord explicite pour ce dépôt