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Please use this identifier to cite or link to this item: http://repositorio.unicamp.br/jspui/handle/REPOSIP/349336
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dc.contributor.CRUESPUNIVERSIDADE ESTADUAL DE CAMPINASpt_BR
dc.contributor.authorunicampGarcia, Jean Rodrigo-
dc.contributor.authorunicampAlbuquerque, Paulo José Rocha de-
dc.typeArtigopt_BR
dc.title3D Numerical Modeling applied to analysis of piled foundationspt_BR
dc.title.alternativeModelado numérico 3D aplicado al análisis de fundaciones con pilotespt_BR
dc.contributor.authorGarcia, Jean Rodrigo-
dc.contributor.authorAlbuquerque, Paulo José Rocha de-
dc.subjectEngenharia geotécnicapt_BR
dc.subjectFundações (Engenharia)pt_BR
dc.subject.otherlanguageGeotechnical engineeringpt_BR
dc.subject.otherlanguageFoundationspt_BR
dc.description.abstractApplying numerical modeling to geotechnical engineering problems has become a powerful tool to interpret the behavior of foundations and earthworks. However, not all numerical analyses follow the requirements for the model to be representative of the experimental condition. This work describes the steps required during modeling to determine the appropriate dimensions of the half-space and the respective boundary conditions, as well as the tests appropriate to perform this determination. On the other hand, the results of comparisons between the numerical and the experimental model for a piled raft are shownpt_BR
dc.relation.ispartofIngeniare: revista chilena de ingenieriapt_BR
dc.publisher.cityAricapt_BR
dc.publisher.countryChilept_BR
dc.publisherUniversidad de Tarapaca - Facultad de Ingenieriapt_BR
dc.date.issued2018-
dc.date.monthofcirculationDec.pt_BR
dc.language.isoengpt_BR
dc.description.volume26pt_BR
dc.description.issuenumber4pt_BR
dc.description.firstpage663pt_BR
dc.description.lastpage672pt_BR
dc.rightsAbertopt_BR
dc.sourceSCIELOpt_BR
dc.identifier.issn0718-3291pt_BR
dc.identifier.eissn0718-3305pt_BR
dc.identifier.doi10.4067/S0718-33052018000400663pt_BR
dc.identifier.urlhttps://scielo.conicyt.cl/scielo.php?script=sci_arttext&pid=S0718-33052018000400663pt_BR
dc.date.available2020-09-15T18:08:22Z-
dc.date.accessioned2020-09-15T18:08:22Z-
dc.description.provenanceSubmitted by Cintia Oliveira de Moura (cintiaom@unicamp.br) on 2020-09-15T18:08:22Z No. of bitstreams: 0. Added 1 bitstream(s) on 2021-01-11T14:38:10Z : No. of bitstreams: 1 S0718-33052018000400663.pdf: 1155907 bytes, checksum: 5647c8b038e45e11a3ce96d93a6ab301 (MD5)en
dc.description.provenanceMade available in DSpace on 2020-09-15T18:08:22Z (GMT). No. of bitstreams: 0 Previous issue date: 2018en
dc.identifier.urihttp://repositorio.unicamp.br/jspui/handle/REPOSIP/349336-
dc.contributor.departmentsem informaçãopt_BR
dc.contributor.departmentDepartamento de Geotecnia e Transportespt_BR
dc.contributor.unidadeFaculdade de Engenharia Civil, Arquitetura e Urbanismopt_BR
dc.contributor.unidadeFaculdade de Engenharia Civil, Arquitetura e Urbanismopt_BR
dc.description.abstractalternativeEl uso de modelos numéricos viene siendo cada vez más difundido y utilizado por investigadores y profesionales en el campo geotécnico. Las herramientas numéricas cuentan con precisión y velocidad en los análisis de alta complejidad. Los modelos numéricos más comunes se basan en el método de los elementos de contorno, de las diferencias finitas y de los elementos finitos. Siendo imprescindible para la validación del modelo numérico, la realización de pruebas de comparación con resultados de la literatura, pruebas de convergencia y calibración con parámetros experimentales. El modelado numérico por elementos finitos es una herramienta que permite simular las condiciones reales, desde que sean respetadas las etapas para la implementación del modelo numéricopt_BR
dc.subject.keywordConvergence testspt_BR
dc.subject.keywordNumerical modelingpt_BR
dc.identifier.sourceS0718-33052018000400663pt_BR
dc.creator.orcid0000-0002-8645-2555pt_BR
dc.creator.orcid0000-0003-0726-7165pt_BR
dc.type.formArtigopt_BR
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