Modeling field load tests in lateritic unsaturated soil

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MetadadosDescriçãoIdioma
Autor(es): dc.contributorUniversidade Estadual Paulista (UNESP)-
Autor(es): dc.contributorUniversidade de São Paulo (USP)-
Autor(es): dc.creatorRodrigues, R. A.-
Autor(es): dc.creatorGeorgetti, G. B.-
Autor(es): dc.creatorVilar, O. M.-
Data de aceite: dc.date.accessioned2025-08-21T22:15:44Z-
Data de disponibilização: dc.date.available2025-08-21T22:15:44Z-
Data de envio: dc.date.issued2022-04-28-
Data de envio: dc.date.issued2015-11-03-
Data de envio: dc.date.issued2022-04-28-
Data de envio: dc.date.issued2015-11-03-
Data de envio: dc.date.issued2014-
Fonte completa do material: dc.identifierhttp://www.crcnetbase.com/doi/abs/10.1201/b17034-218-
Fonte completa do material: dc.identifierhttp://hdl.handle.net/11449/244040-
Fonte: dc.identifier.urihttp://educapes.capes.gov.br/handle/11449/244040-
Descrição: dc.descriptionMany models for unsaturated soil have been developed in the last years, accompanying the development of experimental techniques to deal with such soils. The benchmark of the models for unsaturated soil can be assigned to the Barcelona Basic Model (BBM) now incorporated in some codes such as the CODEBRIGHT. Most of those models were validated considering limited laboratory test results and not much validation is available considering real field problems. This paper presents modeling results of field plate load tests performed under known suction on a lateritic unsaturated soil. The required input data were taken from laboratory tests performed under suction control. The modeling nicely reproduces field tests allowing appreciating the influence of soil suction on the stress-settlement curve. In addition, wetting induced or collapse settlements were calculated from field tests and were nicely duplicated by the numerical analysis performed. © 2014 Taylor & Francis Group.-
Descrição: dc.descriptionDepartment of Civil Engineering, Sao Paulo State University-
Descrição: dc.descriptionDepartment of Geotechnical Engineering, University of Sao Paulo-
Descrição: dc.descriptionSao Paulo State Univ, Dept Civil Engn, Sao Paulo, Brazil-
Descrição: dc.descriptionUniv Sao Paulo, Dept Geotech Engn, BR-05508 Sao Paulo, Brazil-
Descrição: dc.descriptionDepartment of Civil Engineering, Sao Paulo State University-
Descrição: dc.descriptionSão Paulo State Univ, Dept Civil Engineering, Sao Paulo, Brazil-
Formato: dc.format1495-1500-
Idioma: dc.languageen-
Publicador: dc.publisherCRC Press -Taylor & Francis Group-
Direitos: dc.rightsinfo:eu-repo/semantics/openAccess-
???dc.source???: dc.sourceScopus-
???dc.source???: dc.sourceWeb of Science-
Título: dc.titleModeling field load tests in lateritic unsaturated soil-
Tipo de arquivo: dc.typeaula digital-
Aparece nas coleções:Repositório Institucional - Unesp

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