dc.contributorUniversidade Estadual Paulista (UNESP)
dc.creatorBenatti, Julio César Beltrame
dc.creatorRodrigues, Roger Augusto
dc.creatorMiguel, Miriam Gonçalves
dc.date2014-05-27T11:30:46Z
dc.date2016-10-25T18:54:34Z
dc.date2014-05-27T11:30:46Z
dc.date2016-10-25T18:54:34Z
dc.date2013-10-01
dc.date.accessioned2017-04-06T02:40:16Z
dc.date.available2017-04-06T02:40:16Z
dc.identifierGeotechnical and Geological Engineering, v. 31, n. 5, p. 1569-1585, 2013.
dc.identifier0960-3182
dc.identifierhttp://hdl.handle.net/11449/76687
dc.identifierhttp://acervodigital.unesp.br/handle/11449/76687
dc.identifier10.1007/s10706-013-9682-y
dc.identifier2-s2.0-84883770423
dc.identifierhttp://dx.doi.org/10.1007/s10706-013-9682-y
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/897378
dc.descriptionThe research studies the applicability of two elastoplastic models for the collapse prediction of the lateritic soil profile from Southeastern Brazil. These tropical soils have peculiar geotechnical behavior, due to their mineralogical composition and porous structure coming from intense process of formation. Two elastoplastic models were analyzed: the Barcelona Basic Model (BBM) and another one based on BBM, however developed for tropical soils. Oedometric tests with suction control were performed at three distinct depths of the soil profile. The BBM was not suitable for the upper layer of the soil profile, because BBM considers the compressible behavior of the soil in function of the reduction of the elastoplastic compressibility index with the increase of the matric suction. The model developed for tropical soils showed better suited to the compressible behavior of the soil profile, resulting in good prediction of the collapse potential, mainly by accepting increasing values of the elastoplastic compressibility index of the soil profile with the matric suction rise. © 2013 Springer Science+Business Media Dordrecht.
dc.languageeng
dc.relationGeotechnical and Geological Engineering
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectCollapse prediction
dc.subjectElastoplastic models
dc.subjectOedometric tests with suction control
dc.subjectTropical soils
dc.subjectCollapse predictions
dc.subjectCompressibility index
dc.subjectElasto-plastic models
dc.subjectMechanical behavior
dc.subjectMineralogical compositions
dc.subjectOedometric test
dc.subjectSoutheastern Brazil
dc.subjectCompressibility
dc.subjectElastoplasticity
dc.subjectForecasting
dc.subjectSoil mechanics
dc.subjectTropics
dc.subjectSoils
dc.subjectcompressive strength
dc.subjectelastoplasticity
dc.subjectmechanical property
dc.subjectmodeling
dc.subjectoedometer test
dc.subjectsoil mechanics
dc.subjectsoil profile
dc.subjecttropical soil
dc.subjectunsaturated medium
dc.subjectBrazil
dc.titleAspects of Mechanical Behavior and Modeling of a Tropical Unsaturated Soil
dc.typeOtro


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