Development of a triaxial cell for estimating the horizontal in stress conditions edomÃtricas

Detalhes bibliográficos
Autor(a) principal: Josà Rafael DiÃgenes Pessoa
Data de Publicação: 2015
Tipo de documento: Dissertação
Idioma: por
Título da fonte: Biblioteca Digital de Teses e Dissertações da UFC
Texto Completo: http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=15990
Resumo: This thesis presents the development of a triaxial cell and a proposal for methodology for estimating horizontal tension edometric condition by conducting laboratory tests on samples unsaturated compacted soil in OMC. The development of triaxial cell permits the use of voltages or controlled deformation. Moreover, the machine allows independent application increments of axial and radial stresses, thereby facilitating implementation assay in any way triaxial stresses. The proposed methodology simplifies estimate lateral tension through comparison of axial stress-strain curves of the test edomÃtrico conventional triaxial and consolidation tests under different paths tensions with the constant relationship between the axial and radial increments. In this case, the value of K0 would be corresponding to the constant trajectory in which the triaxial test curve edomÃtrico overlaps the curve of the test in terms of stress and axial deformations. They were tests performed with different soil types and the results were- roughly consistent with estimates from correlations empirical, thus allowing validate the proposal presented in this research. also It was studied the change of horizontal stress during the collapse flood conditions in edomÃtricas. In these tests it was found that during the breakdown voltage can horizontal remain virtually constant or even decreasing.
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spelling info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisDevelopment of a triaxial cell for estimating the horizontal in stress conditions edomÃtricasDesenvolvimento de uma cÃlula triaxial para estimativa da tensÃo horizontal em condiÃÃes edomÃtricas2015-12-17Francisco Chagas da Silva Filho22872465353http://lattes.cnpq.br/9907153015303509Silvrano Adonias Dantas Neto02221835433AntÃnio Nunes de Miranda00842753320http://lattes.cnpq.br/2797226553561741Alfran Sampaio Moura31806600315http://lattes.cnpq.br/6177599878662418 Olavo Francisco dos Santos JÃnior35816384449http://lattes.cnpq.br/157349620423163666205573334http://lattes.cnpq.br/1619188616110050Josà Rafael DiÃgenes PessoaUniversidade Federal do CearÃPrograma de PÃs-GraduaÃÃo em Engenharia CivilUFCBRCoeficiente de empuxo no repouso Adensamentos triaxiais Adensamentos edomÃtricos DeformaÃÃes e tensÃes ResistÃncia de materiaisThrust coefficient at home Triaxial consolidation High density edomÃtricoENGENHARIA CIVILThis thesis presents the development of a triaxial cell and a proposal for methodology for estimating horizontal tension edometric condition by conducting laboratory tests on samples unsaturated compacted soil in OMC. The development of triaxial cell permits the use of voltages or controlled deformation. Moreover, the machine allows independent application increments of axial and radial stresses, thereby facilitating implementation assay in any way triaxial stresses. The proposed methodology simplifies estimate lateral tension through comparison of axial stress-strain curves of the test edomÃtrico conventional triaxial and consolidation tests under different paths tensions with the constant relationship between the axial and radial increments. In this case, the value of K0 would be corresponding to the constant trajectory in which the triaxial test curve edomÃtrico overlaps the curve of the test in terms of stress and axial deformations. They were tests performed with different soil types and the results were- roughly consistent with estimates from correlations empirical, thus allowing validate the proposal presented in this research. also It was studied the change of horizontal stress during the collapse flood conditions in edomÃtricas. In these tests it was found that during the breakdown voltage can horizontal remain virtually constant or even decreasing.Esta dissertaÃÃo apresenta o desenvolvimento de uma cÃlula triaxial e uma proposta de metodologia para estimativa de tensÃo horizontal em condiÃÃo edomÃtrica, atravÃs da realizaÃÃo de ensaios de laboratÃrio em amostras nÃo saturadas de solo compactadas na umidade Ãtima. O desenvolvimento da cÃlula triaxial possibilita a aplicaÃÃo de tensÃes ou deformaÃÃes controladas. AlÃm disso, o equipamento permite a aplicaÃÃo independente de incrementos de tensÃes axiais e radiais, facilitando dessa forma a execuÃÃo de ensaio triaxial sob qualquer caminho de tensÃes. A metodologia proposta simplifica a estimativa da tensÃo lateral atravÃs da comparaÃÃo das curvas tensÃo-deformaÃÃo axial entre o ensaio edomÃtrico convencional e ensaios de adensamento triaxiais sob diferentes caminhos de tensÃes com a relaÃÃo constante entre os incrementos axial e radial. Nesse caso, o valor de K0 seria o correspondente à trajetÃria constante na qual a curva do ensaio triaxial se sobrepÃe a curva do ensaio edomÃtrico em termos de tensÃes e deformaÃÃes axiais. Foram realizados ensaios com diferentes tipos de solo e os resultados mostraram-se aproximadamente concordantes com as estimativas realizadas a partir de correlaÃÃes empÃricas, permitindo dessa forma validar a proposta apresentada nessa pesquisa. TambÃm foi estudada a variaÃÃo da tensÃo horizontal durante o colapso por inundaÃÃo em condiÃÃes edomÃtricas. Nesses ensaios verificou-se que, durante o colapso, a tensÃo horizontal pode permanecer praticamente constante ou atà mesmo diminuir.http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=15990application/pdfinfo:eu-repo/semantics/openAccessporreponame:Biblioteca Digital de Teses e Dissertações da UFCinstname:Universidade Federal do Cearáinstacron:UFC2019-01-21T11:29:11Zmail@mail.com -
dc.title.en.fl_str_mv Development of a triaxial cell for estimating the horizontal in stress conditions edomÃtricas
dc.title.alternative.pt.fl_str_mv Desenvolvimento de uma cÃlula triaxial para estimativa da tensÃo horizontal em condiÃÃes edomÃtricas
title Development of a triaxial cell for estimating the horizontal in stress conditions edomÃtricas
spellingShingle Development of a triaxial cell for estimating the horizontal in stress conditions edomÃtricas
Josà Rafael DiÃgenes Pessoa
Coeficiente de empuxo no repouso
Adensamentos triaxiais
Adensamentos edomÃtricos
DeformaÃÃes e tensÃes
ResistÃncia de materiais
Thrust coefficient at home
Triaxial consolidation
High density edomÃtrico
ENGENHARIA CIVIL
title_short Development of a triaxial cell for estimating the horizontal in stress conditions edomÃtricas
title_full Development of a triaxial cell for estimating the horizontal in stress conditions edomÃtricas
title_fullStr Development of a triaxial cell for estimating the horizontal in stress conditions edomÃtricas
title_full_unstemmed Development of a triaxial cell for estimating the horizontal in stress conditions edomÃtricas
title_sort Development of a triaxial cell for estimating the horizontal in stress conditions edomÃtricas
author Josà Rafael DiÃgenes Pessoa
author_facet Josà Rafael DiÃgenes Pessoa
author_role author
dc.contributor.advisor1.fl_str_mv Francisco Chagas da Silva Filho
dc.contributor.advisor1ID.fl_str_mv 22872465353
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/9907153015303509
dc.contributor.referee1.fl_str_mv Silvrano Adonias Dantas Neto
dc.contributor.referee1ID.fl_str_mv 02221835433
dc.contributor.referee2.fl_str_mv AntÃnio Nunes de Miranda
dc.contributor.referee2ID.fl_str_mv 00842753320
dc.contributor.referee2Lattes.fl_str_mv http://lattes.cnpq.br/2797226553561741
dc.contributor.referee3.fl_str_mv Alfran Sampaio Moura
dc.contributor.referee3ID.fl_str_mv 31806600315
dc.contributor.referee3Lattes.fl_str_mv http://lattes.cnpq.br/6177599878662418
dc.contributor.referee4.fl_str_mv Olavo Francisco dos Santos JÃnior
dc.contributor.referee4ID.fl_str_mv 35816384449
dc.contributor.referee4Lattes.fl_str_mv http://lattes.cnpq.br/1573496204231636
dc.contributor.authorID.fl_str_mv 66205573334
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/1619188616110050
dc.contributor.author.fl_str_mv Josà Rafael DiÃgenes Pessoa
contributor_str_mv Francisco Chagas da Silva Filho
Silvrano Adonias Dantas Neto
AntÃnio Nunes de Miranda
Alfran Sampaio Moura
Olavo Francisco dos Santos JÃnior
dc.subject.por.fl_str_mv Coeficiente de empuxo no repouso
Adensamentos triaxiais
Adensamentos edomÃtricos
DeformaÃÃes e tensÃes
ResistÃncia de materiais
topic Coeficiente de empuxo no repouso
Adensamentos triaxiais
Adensamentos edomÃtricos
DeformaÃÃes e tensÃes
ResistÃncia de materiais
Thrust coefficient at home
Triaxial consolidation
High density edomÃtrico
ENGENHARIA CIVIL
dc.subject.eng.fl_str_mv Thrust coefficient at home
Triaxial consolidation
High density edomÃtrico
dc.subject.cnpq.fl_str_mv ENGENHARIA CIVIL
dc.description.abstract.por.fl_txt_mv This thesis presents the development of a triaxial cell and a proposal for methodology for estimating horizontal tension edometric condition by conducting laboratory tests on samples unsaturated compacted soil in OMC. The development of triaxial cell permits the use of voltages or controlled deformation. Moreover, the machine allows independent application increments of axial and radial stresses, thereby facilitating implementation assay in any way triaxial stresses. The proposed methodology simplifies estimate lateral tension through comparison of axial stress-strain curves of the test edomÃtrico conventional triaxial and consolidation tests under different paths tensions with the constant relationship between the axial and radial increments. In this case, the value of K0 would be corresponding to the constant trajectory in which the triaxial test curve edomÃtrico overlaps the curve of the test in terms of stress and axial deformations. They were tests performed with different soil types and the results were- roughly consistent with estimates from correlations empirical, thus allowing validate the proposal presented in this research. also It was studied the change of horizontal stress during the collapse flood conditions in edomÃtricas. In these tests it was found that during the breakdown voltage can horizontal remain virtually constant or even decreasing.
Esta dissertaÃÃo apresenta o desenvolvimento de uma cÃlula triaxial e uma proposta de metodologia para estimativa de tensÃo horizontal em condiÃÃo edomÃtrica, atravÃs da realizaÃÃo de ensaios de laboratÃrio em amostras nÃo saturadas de solo compactadas na umidade Ãtima. O desenvolvimento da cÃlula triaxial possibilita a aplicaÃÃo de tensÃes ou deformaÃÃes controladas. AlÃm disso, o equipamento permite a aplicaÃÃo independente de incrementos de tensÃes axiais e radiais, facilitando dessa forma a execuÃÃo de ensaio triaxial sob qualquer caminho de tensÃes. A metodologia proposta simplifica a estimativa da tensÃo lateral atravÃs da comparaÃÃo das curvas tensÃo-deformaÃÃo axial entre o ensaio edomÃtrico convencional e ensaios de adensamento triaxiais sob diferentes caminhos de tensÃes com a relaÃÃo constante entre os incrementos axial e radial. Nesse caso, o valor de K0 seria o correspondente à trajetÃria constante na qual a curva do ensaio triaxial se sobrepÃe a curva do ensaio edomÃtrico em termos de tensÃes e deformaÃÃes axiais. Foram realizados ensaios com diferentes tipos de solo e os resultados mostraram-se aproximadamente concordantes com as estimativas realizadas a partir de correlaÃÃes empÃricas, permitindo dessa forma validar a proposta apresentada nessa pesquisa. TambÃm foi estudada a variaÃÃo da tensÃo horizontal durante o colapso por inundaÃÃo em condiÃÃes edomÃtricas. Nesses ensaios verificou-se que, durante o colapso, a tensÃo horizontal pode permanecer praticamente constante ou atà mesmo diminuir.
description This thesis presents the development of a triaxial cell and a proposal for methodology for estimating horizontal tension edometric condition by conducting laboratory tests on samples unsaturated compacted soil in OMC. The development of triaxial cell permits the use of voltages or controlled deformation. Moreover, the machine allows independent application increments of axial and radial stresses, thereby facilitating implementation assay in any way triaxial stresses. The proposed methodology simplifies estimate lateral tension through comparison of axial stress-strain curves of the test edomÃtrico conventional triaxial and consolidation tests under different paths tensions with the constant relationship between the axial and radial increments. In this case, the value of K0 would be corresponding to the constant trajectory in which the triaxial test curve edomÃtrico overlaps the curve of the test in terms of stress and axial deformations. They were tests performed with different soil types and the results were- roughly consistent with estimates from correlations empirical, thus allowing validate the proposal presented in this research. also It was studied the change of horizontal stress during the collapse flood conditions in edomÃtricas. In these tests it was found that during the breakdown voltage can horizontal remain virtually constant or even decreasing.
publishDate 2015
dc.date.issued.fl_str_mv 2015-12-17
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/masterThesis
status_str publishedVersion
format masterThesis
dc.identifier.uri.fl_str_mv http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=15990
url http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=15990
dc.language.iso.fl_str_mv por
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dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidade Federal do CearÃ
dc.publisher.program.fl_str_mv Programa de PÃs-GraduaÃÃo em Engenharia Civil
dc.publisher.initials.fl_str_mv UFC
dc.publisher.country.fl_str_mv BR
publisher.none.fl_str_mv Universidade Federal do CearÃ
dc.source.none.fl_str_mv reponame:Biblioteca Digital de Teses e Dissertações da UFC
instname:Universidade Federal do Ceará
instacron:UFC
reponame_str Biblioteca Digital de Teses e Dissertações da UFC
collection Biblioteca Digital de Teses e Dissertações da UFC
instname_str Universidade Federal do Ceará
instacron_str UFC
institution UFC
repository.name.fl_str_mv -
repository.mail.fl_str_mv mail@mail.com
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