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Discrete modelling of time‐dependent rockfill behaviour
Authors:Claire Silvani  Thierry Désoyer  Stéphane Bonelli
Institution:1. Cemagref, 3275 Route de Cezanne, CS 40061, 13182 Aix‐en‐Provence Cedex 5, France;2. Laboratoire de Mécanique et d'Acoustique (UPR‐CNRS 7051), 31 chemin Joseph Aiguier, 13402 Marseille, France;3. Ecole Centrale de Marseille, Technop?le de Chateau‐Gombert, 38 rue Joliot Curie, 13451 Marseille Cedex 20, France
Abstract:This modelling study deals with the time‐dependent behaviour of rockfill media, which is of particular interest during the life of rockfill dams. Breakage of rock blocks and crack propagation are the main processes responsible for rockfill creep and collapse. The modelling procedure presented here is performed on two scales: on the rock block scale, where the grain is taken to be an assembly of rigid particles initially endowed with cohesive bonds, and on the rockfill scale, which is taken to involve a set of breakable grains interacting via contact and friction processes. The grain breakage process is described in term of a thermodynamically consistent damage interface model, where the damage is a gradual delayed process. This model was implemented in a non‐smooth contact dynamics code. The effects of the main parameters involved were analysed by performing numerical studies. The ability of the model to predict the creep behaviour of rockfill media is confirmed by presenting several simulations. Copyright © 2008 John Wiley & Sons, Ltd.
Keywords:dam  rockfill  granular media  discrete modelling  damage  rupture  fracture  creep
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