Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/87591
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dc.creatorCastorina Silva Vieira
dc.creatorMaria de Lurdes Lopes
dc.creatorLaura Caldeira
dc.date.accessioned2019-02-03T19:09:03Z-
dc.date.available2019-02-03T19:09:03Z-
dc.date.issued2013
dc.identifier.othersigarra:63869
dc.identifier.urihttps://repositorio-aberto.up.pt/handle/10216/87591-
dc.description.abstractSoil-reinforcement interaction mechanism has an utmost importance in the design of reinforced soil structures. Thismechanism depends on the soil properties, reinforcement characteristics and elements (soil and reinforcement) interaction. In thiswork the shear strength of an interface between siliceous sand and a high strength geotextile was characterized through direct andsimple shear tests. The direct shear tests were performed on a large scale direct shear apparatus. The scale effect of the direct shearbox was also analysed. Unreinforced sand and one layer reinforced sand were characterized trough simple shear tests.Notwithstanding the differences between the shear strength characterization through simple shear and direct shear tests, it wasconcluded that the shear strength of the reinforced sand is similar to the interface direct shear strength.
dc.language.isoeng
dc.relation.ispartofProc. 18th International Conference on Soil Mechanics and Geotechnical Engineering
dc.rightsrestrictedAccess
dc.subjectGeotecnia, Engenharia civil
dc.subjectGeotechnics, Civil engineering
dc.titleSoil-geosynthetic interface shear strength by simple and direct shear tests
dc.typeArtigo em Livro de Atas de Conferência Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.identifier.authenticusP-00P-PA1
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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