Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/69570
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dc.creatorMiguel Amaral
dc.creatorSara Rios
dc.creatorAntónio Joaquim Pereira Viana Da Fonseca
dc.date.accessioned2019-01-31T07:41:47Z-
dc.date.available2019-01-31T07:41:47Z-
dc.date.issued2012
dc.identifier.issn1854-0171
dc.identifier.othersigarra:65240
dc.identifier.urihttps://repositorio-aberto.up.pt/handle/10216/69570-
dc.description.abstractThe yielding locus of a well-graded silty sand was analysed by means of isotropic compression tests and scanning electron microscopy (SEM). The tests were performed with precise instrumentation, for internal and external strain measurements, and shear-wave velocity measurements by means of bender elements. Finally, aiming at an accurate evaluation of the yield stress, four different methods were applied - two quite well know and the other two being innovative - leading to interesting conclusions.
dc.language.isoeng
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by-nc/4.0/
dc.subjectEngenharia civil
dc.subjectCivil engineering
dc.titleYielding in isotropic compression of Porto silty sand
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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