Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/96526
Author(s): Castorina Silva Vieira
Maria de Lurdes C. Lopes
Laura M. Caldeira
Title: A numerical study on the seismic response of a geosynthetic reinforced soil slope
Issue Date: 2007
Abstract: In this work the two-dimensional finite difference program Fast Lagrangian Analysis of Continua (FLAC) was used to model the seismic response of a geosynthetic reinforced steep slope. The paper presents a study that was carried out to analyze the influence of boundary conditions and input motion. The permanent displacements of the slope face and reinforcement tensile forces are analyzed and compared. © CIMNE, 2007.
Subject: Engenharia civil
Civil engineering
Scientific areas: Ciências da engenharia e tecnologias::Engenharia civil
Engineering and technology::Civil engineering
URI: https://repositorio-aberto.up.pt/handle/10216/96526
Source: Computational Plasticity - Fundamentals and Applications, COMPLAS IX
Document Type: Artigo em Livro de Atas de Conferência Internacional
Rights: restrictedAccess
Appears in Collections:FEUP - Artigo em Livro de Atas de Conferência Internacional

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