Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/96526
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dc.creatorCastorina Silva Vieira
dc.creatorMaria de Lurdes C. Lopes
dc.creatorLaura M. Caldeira
dc.date.accessioned2019-01-31T22:49:30Z-
dc.date.available2019-01-31T22:49:30Z-
dc.date.issued2007
dc.identifier.othersigarra:61597
dc.identifier.urihttps://repositorio-aberto.up.pt/handle/10216/96526-
dc.description.abstractIn 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.
dc.language.isoeng
dc.relation.ispartofComputational Plasticity - Fundamentals and Applications, COMPLAS IX
dc.rightsrestrictedAccess
dc.subjectEngenharia civil
dc.subjectCivil engineering
dc.titleA numerical study on the seismic response of a geosynthetic reinforced soil slope
dc.typeArtigo em Livro de Atas de Conferência Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.identifier.authenticusP-008-2GZ
dc.subject.fosCiências da engenharia e tecnologias::Engenharia civil
dc.subject.fosEngineering and technology::Civil engineering
Appears in Collections:FEUP - Artigo em Livro de Atas de Conferência Internacional

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