A numerical study on the seismic response of a geosynthetic reinforced soil slope

Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/96526

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DC Field	Value	Language
dc.creator	Castorina Silva Vieira
dc.creator	Maria de Lurdes Lopes
dc.creator	Laura M. Caldeira
dc.date.accessioned	2022-09-08T02:15:49Z	-
dc.date.available	2022-09-08T02:15:49Z	-
dc.date.issued	2007
dc.identifier.other	sigarra:61597
dc.identifier.uri	https://hdl.handle.net/10216/96526	-
dc.description.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. (c) CIMNE, 2007.
dc.language.iso	eng
dc.relation.ispartof	Computational Plasticity - Fundamentals and Applications, COMPLAS IX
dc.rights	restrictedAccess
dc.subject	Engenharia civil
dc.subject	Civil engineering
dc.title	A numerical study on the seismic response of a geosynthetic reinforced soil slope
dc.type	Artigo em Livro de Atas de Conferência Internacional
dc.contributor.uporto	Faculdade de Engenharia
dc.identifier.authenticus	P-008-2GZ
dc.subject.fos	Ciências da engenharia e tecnologias::Engenharia civil
dc.subject.fos	Engineering and technology::Civil engineering
Appears in Collections:	FEUP - Artigo em Livro de Atas de Conferência Internacional

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