Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/93124
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dc.creatorJosé Leitão Borges
dc.date.accessioned2019-02-05T02:31:23Z-
dc.date.available2019-02-05T02:31:23Z-
dc.date.issued2004
dc.identifier.issn0266-352X
dc.identifier.othersigarra:54296
dc.identifier.urihttps://repositorio-aberto.up.pt/handle/10216/93124-
dc.description.abstractThree-dimensional behaviour of an embankment on soft soils incorporating vertical drains is analysed by a numerical modelbased on the finite element method. The model, which incorporates the Biots consolidation theory (coupled formulation of the flowand equilibrium equations) and constitutive relations simulated by the pqh critical state model, is applied on both the embankmentwith vertical drains (three-dimensional analysis) and the same problem but without vertical drains (two-dimensional analysis).Special emphasis is given to the analysis, during and after the construction period, of the excess pore pressures, settlements, horizontaldisplacements and stress levels.
dc.language.isoeng
dc.rightsrestrictedAccess
dc.subjectGeotecnia, Engenharia civil
dc.subjectGeotechnics, Civil engineering
dc.titleThree-dimensional analysis of embankments on soft soils incorporating vertical drains by finite element method
dc.typeArtigo em Revista Científica Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.subject.fosCiências da engenharia e tecnologias::Engenharia civil
dc.subject.fosEngineering and technology::Civil engineering
Appears in Collections:FEUP - Artigo em Revista Científica Internacional

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