Please use this identifier to cite or link to this item: http://repositorio.unicamp.br/jspui/handle/REPOSIP/349341
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dc.contributor.CRUESPUNIVERSIDADE ESTADUAL DE CAMPINASpt_BR
dc.contributor.authorunicampRosendo, Danilo Castro-
dc.contributor.authorunicampAlbuquerque, Paulo José Rocha de-
dc.typeArtigopt_BR
dc.titleGeneral analytical solution for laterally-loaded pile-based miche modelpt_BR
dc.contributor.authorRosendo, Danilo C.-
dc.contributor.authorAlbuquerque, Paulo J. R.-
dc.subjectFunções hipergeométricaspt_BR
dc.subjectFundações (Engenharia)pt_BR
dc.subject.otherlanguageHypergeometric functionspt_BR
dc.subject.otherlanguageFoundationspt_BR
dc.description.abstractPiles subjected to lateral loading can create problems in soil-structure interaction. Several differing methods of analysis have been proposed to solve the problem of laterally loaded piles, resulting in the determination of pile bending and the bending moment as a function of depth below soil surface. These piles are widely used to support laterally loaded piles, such as bridge pillars, offshore platforms, communication towers and others. This study presents an analytical solution to Miche’s problem as a continuous function of depth: deflection and moment, as well as a dimensional plots to be used in projects involving piles subjected to laterally loading only including data concerning laterally loading test and pile geometry. A new formula is presented to calculate the pile head displacement as well as an equation to determine maximum moment for a generalized Miche model and further analysis. In addition, this paper proposes an equation for the determination of constant horizontal subgrade reaction (nh) based on the CPT in-situ test and the geometric characteristics of the pile. Calibration of the analytical model showed good fit and conservative results regarding inclinometer data from an bored pile and good agreement with the literature resultspt_BR
dc.relation.ispartofGeotechnical and Geological Engineering: an international journalpt_BR
dc.publisher.cityDordrechtpt_BR
dc.publisher.countryPaíses Baixospt_BR
dc.publisherSpringerpt_BR
dc.date.issued2020-
dc.date.monthofcirculationAug.pt_BR
dc.language.isoengpt_BR
dc.rightsFechadopt_BR
dc.sourceSCOPUSpt_BR
dc.identifier.issn0960-3182pt_BR
dc.identifier.eissn1573-1529pt_BR
dc.identifier.doi10.1007/s10706-020-01520-1pt_BR
dc.identifier.urlhttps://link.springer.com/article/10.1007/s10706-020-01520-1pt_BR
dc.date.available2020-09-15T18:27:34Z-
dc.date.accessioned2020-09-15T18:27:34Z-
dc.description.provenanceSubmitted by Cintia Oliveira de Moura (cintiaom@unicamp.br) on 2020-09-15T18:27:34Z No. of bitstreams: 0. Added 1 bitstream(s) on 2021-01-11T14:38:10Z : No. of bitstreams: 1 2-s2.0-85089863064.pdf: 1490865 bytes, checksum: 0a0f6d1c8a687c3f0bb6fba068c025ad (MD5)en
dc.description.provenanceMade available in DSpace on 2020-09-15T18:27:34Z (GMT). No. of bitstreams: 0 Previous issue date: 2020en
dc.identifier.urihttp://repositorio.unicamp.br/jspui/handle/REPOSIP/349341-
dc.contributor.departmentsem informaçãopt_BR
dc.contributor.departmentDepartamento de Geotecnia e Transportespt_BR
dc.contributor.unidadeInstituto de Matemática, Estatística e Computação Científicapt_BR
dc.contributor.unidadeFaculdade de Engenharia Civil, Arquitetura e Urbanismopt_BR
dc.identifier.source2-s2.0-85089863064pt_BR
dc.creator.orcidsem informaçãopt_BR
dc.creator.orcid0000-0003-0726-7165pt_BR
dc.type.formArtigo originalpt_BR
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IMECC - Artigos e Outros Documentos
IMECC - Artigos e Outros Documentos

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