Numerical and experimental study of overtopping and failure of rockfill dams


Autoria(s): Larese, Antonia; Rossi, Riccardo; Oñate Ibáñez, Eugenio; Toledo Municio, Miguel Angel; Moran Moya, Rafael; Campos Espinoza, Hibber
Data(s)

07/08/2013

Resumo

This paper aims to present and validate a numerical technique for the simulation of the overtopping and onset of failure in rockfill dams due to mass sliding. This goal is achieved by coupling a fluid dynamic model for the simulation of the free surface and through-flow problems, with a numerical technique for the calculation of the rockfill response and deformation. Both the flow within the dam body and in its surroundings are taken into account. An extensive validation of the resulting computational method is performed by solving several failure problems on physical models of rockfill dams for which experimental results have been obtained by the authors.

Formato

application/pdf

Identificador

http://oa.upm.es/29496/

Idioma(s)

eng

Publicador

E.T.S.I. Caminos, Canales y Puertos (UPM)

Relação

http://oa.upm.es/29496/2/INVE_MEM_2013_127968.pdf

info:eu-repo/semantics/altIdentifier/doi/10.1061/(ASCE)GM.1943-5622.0000345

Direitos

http://creativecommons.org/licenses/by-nc-nd/3.0/es/

info:eu-repo/semantics/restrictedAccess

Fonte

International Journal of Geomechanics, ISSN 1532-3641, 2013-08-07

Palavras-Chave #Ingeniería Civil y de la Construcción
Tipo

info:eu-repo/semantics/article

Artículo

PeerReviewed