The Non-Smooth Contact Dynamics method applied to the mechanical simulation of a jointed rock mass
Résumé
A jointed rock mass geometrical model is built, based on the fracture systems characteristics obtained from field measurements. This model is composed of three-dimensional polyhedra interacting with each other by contact laws, in the frame work of the Non-Smooth Contact Dynamics method. The stability assessment of the walls of a stone quarry in France is presented, as a case study.
Origine : Fichiers produits par l'(les) auteur(s)
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