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Memorias de investigación
Ponencias en congresos:
Modelling of wave-induced non linear dynamic soil response in vertical breakwaters foundation
Año:2013
Áreas de investigación
  • Ingeniería civil y arquitectura
Datos
Descripción
A theoretical and numerical framework to model the soil-water-structure interaction involved in a breakwater structure subjected to sea wave actions, focused in the special case of impulsive sea wave actions due to breaking waves, is presented. The model includes i) soil skeleton-pore fluid interaction governed by the u-pw Generalized Biot formulation including dynamic effects, ii) non-linear elastoplastic soil behaviour described by a Generalized Plasticity sand constitutive model coupled with a conservative hyperelastic formulation for the dependence of the elastic stiffness on the stress, iii) coupling between caisson an rubble mound through a non-linear frictional contact constraint model. The Finite element numerical solution of the settled governing equations is outlined. A large scale model test is numerically reproduced under the scope of the proposed soil-water-structure interaction model. The wave-induced soil response mechanisms experimentally observed have been numerically reproduced.
Internacional
Si
Nombre congreso
18th International Conference on Soil Mechanics and Geotechnical Engineering
Tipo de participación
960
Lugar del congreso
Paris
Revisores
Si
ISBN o ISSN
978-2-85978-478-2
DOI
Fecha inicio congreso
02/09/2013
Fecha fin congreso
06/09/2013
Desde la página
1
Hasta la página
4
Título de las actas
Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering
Esta actividad pertenece a memorias de investigación
Participantes
  • Autor: Pablo de la Fuente Martin (UPM)
Grupos de investigación, Departamentos, Centros e Institutos de I+D+i relacionados
  • Creador: Grupo de Investigación: Grupo de Ingeniería Estructural
  • Departamento: Mecánica de Medios Continuos y Teoría de Estructuras
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