Please use this identifier to cite or link to this item: http://repositorio.unicamp.br/jspui/handle/REPOSIP/349353
Full metadata record
DC FieldValueLanguage
dc.contributor.CRUESPUNIVERSIDADE ESTADUAL DE CAMPINASpt_BR
dc.contributor.authorunicampAlbuquerque, Paulo José Rocha de-
dc.contributor.authorunicampGarcia, Jean Rodrigo-
dc.typeArtigopt_BR
dc.titleExperimental and numerical analyses of a deep foundation containing a single defective pilept_BR
dc.contributor.authorFreitas Neto, Osvaldo de-
dc.contributor.authorCunha, Renato Pinto da-
dc.contributor.authorAlbuquerque, Paulo J. R. de-
dc.contributor.authorGarcia, Jean Rodrigo-
dc.contributor.authorSantos Júnior, Olavo F. dos-
dc.subjectFundações (Engenharia)pt_BR
dc.subject.otherlanguageFoundationspt_BR
dc.description.abstractThe methodologies for designing pile foundations can be complex since the simultaneous interactions among the block, piles and surrounding soil should be taken into account. Therefore, in addition to the discussions on construction, instrumentation, testing and simulation of a defective pile, this paper discusses the practical issues arising from the observed numerical using three-dimensional finite elements and experimental studies. The main issues discussed in this paper refer to as the decrease in load capacity of bored instrumented piles when subjected to a structural defect. It was observed in the results that given the presence of the defect, the failure load of the system has decreased from 190 kN to 110 kN, i.e. around 40% reduction of the intact reference value. Using the data obtained by numerical analysis, laboratory test, and field application, it was possible that the results were satisfactory and reasonable, enhancing our understanding of this complex foundation system’s behavior, especially in the presence of a defective pilept_BR
dc.relation.ispartofLatin american journal of solids and structurespt_BR
dc.publisher.cityRecife, PEpt_BR
dc.publisher.countryBrasilpt_BR
dc.publisherAssociação Brasileira de Métodos Computacionais em Engenhariapt_BR
dc.date.issued2020-
dc.date.monthofcirculationJunept_BR
dc.language.isoengpt_BR
dc.description.volume17pt_BR
dc.description.issuenumber3pt_BR
dc.rightsAbertopt_BR
dc.sourceSCIELOpt_BR
dc.identifier.issn1679-7817pt_BR
dc.identifier.eissn1679-7825pt_BR
dc.identifier.doi10.1590/1679-78255827pt_BR
dc.identifier.urlhttps://www.scielo.br/scielo.php?pid=S1679-78252020000300510&script=sci_arttextpt_BR
dc.date.available2020-09-15T19:04:05Z-
dc.date.accessioned2020-09-15T19:04:05Z-
dc.description.provenanceSubmitted by Cintia Oliveira de Moura (cintiaom@unicamp.br) on 2020-09-15T19:04:05Z No. of bitstreams: 0. Added 1 bitstream(s) on 2021-01-11T14:38:10Z : No. of bitstreams: 1 S1679-78252020000300510.pdf: 2068100 bytes, checksum: 2e60e41e97a67465397a908c9f21f620 (MD5)en
dc.description.provenanceMade available in DSpace on 2020-09-15T19:04:05Z (GMT). No. of bitstreams: 0 Previous issue date: 2020en
dc.identifier.urihttp://repositorio.unicamp.br/jspui/handle/REPOSIP/349353-
dc.contributor.departmentDepartamento de Geotecnia e Transportespt_BR
dc.contributor.departmentsem informaçãopt_BR
dc.contributor.unidadeFaculdade de Engenharia Civil, Arquitetura e Urbanismopt_BR
dc.subject.keywordDefective pilespt_BR
dc.subject.keywordLoading testpt_BR
dc.identifier.sourceS1679-78252020000300510pt_BR
dc.creator.orcid0000-0003-0726-7165pt_BR
dc.creator.orcid0000-0002-8645-2555pt_BR
dc.type.formArtigo originalpt_BR
Appears in Collections:FEC - Artigos e Outros Documentos

Files in This Item:
File Description SizeFormat 
S1679-78252020000300510.pdf2.02 MBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.