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Please use this identifier to cite or link to this item: http://acervodigital.unesp.br/handle/11449/64538
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dc.contributor.authorCamacho, J.-
dc.date.accessioned2014-05-27T11:17:58Z-
dc.date.accessioned2016-10-25T18:13:24Z-
dc.date.available2014-05-27T11:17:58Z-
dc.date.available2016-10-25T18:13:24Z-
dc.date.issued1994-12-01-
dc.identifier.citationRevista de Engenharia e Ciencias Aplicadas, v. 2, p. 91-97.-
dc.identifier.issn0104-6314-
dc.identifier.urihttp://hdl.handle.net/11449/64538-
dc.identifier.urihttp://acervodigital.unesp.br/handle/11449/64538-
dc.description.abstractTests were carried out with samples from two depths of a vertical soil profile. The results indicate that the permanent deformation characteristics of the soil are dependent on their depth in the vertical profile and on their water content. Some practical consequences to the performance of the pavement were considered.en
dc.format.extent91-97-
dc.language.isopor-
dc.sourceScopus-
dc.subjectcollapsible soil-
dc.subjectdeformation-
dc.subjecttriaxial test-
dc.titleEnsaios triaxiais dinamicos sobre amostras indeformadas de um solo colapsivelpt
dc.title.alternativeTriaxial dynamic tests on undisturbed samples of a collapsible soilen
dc.typeoutro-
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)-
dc.description.affiliationDepartamento de Engenharia Civil UNESP, Ilha Solteira SP 15378-000-
dc.description.affiliationUnespDepartamento de Engenharia Civil UNESP, Ilha Solteira SP 15378-000-
dc.rights.accessRightsAcesso restrito-
dc.relation.ispartofRevista de Engenharia e Ciencias Aplicadas-
dc.identifier.scopus2-s2.0-0028678717-
Appears in Collections:Artigos, TCCs, Teses e Dissertações da Unesp

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