Modelación numérica de deslizamientos de ladera en embalses mediante el Método de Partículas y Elementos Finitos (PFEM)
Visualitza/Obre
10.1016/j.rimni.2012.03.004
Inclou dades d'ús des de 2022
Cita com:
hdl:2117/168700
Càtedra / Departament / Institut
Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
Tipus de documentArticle
Data publicació2012-04
Condicions d'accésAccés obert
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Abstract
The paper presents the results of the application of the Particle Finite Element Method (PFEM) to the analysis of landslides in reservoirs. This is a complex phenomenon, because of the interaction between the landslide, the still water in the reservoir and the dam. PFEM combines a Lagrangian approach with the solution of the governing equations of the problem using the FEM. A mesh connecting the initial set of particles (nodes) is re-generated in every time step. Some validation cases are presented, in which PFEM results are compared with experimental data. More complex calculations have been made over the actual geometry of reservoirs taken from the cartographic information of the sites. In these cases the wave generation, its propagation and dam overtopping are reproduced. Finally, Lituya bay rock slide in which 90 × 106 tons of rocks fell on the bay, generating a huge wave that caused a maximum run-up of 524 m on the opposite shore, has been simulated in 3D. The results show that PFEM is a useful tool in risk assessment related with landslides in reservoirs as it gives a good approximation to the potential affections, thus allowing the appropriate design of protection measures.
CitacióSalazar, F.; Oñate, E.; Morán, R. Modelación numérica de deslizamientos de ladera en embalses mediante el Método de Partículas y Elementos Finitos (PFEM). "Revista internacional de métodos numéricos para cálculo y diseño en ingeniería", Abril 2012, vol. 28, núm. 2, p. 112-123.
ISSN0213-1315
Versió de l'editorhttp://www.sciencedirect.com/science/article/pii/S0213131512000181
Altres identificadorshttps://www.scipedia.com/public/Salazar_et_al_2012a
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