Numerical Modelling of Travertine Mechanical Behaviour Based on Rock Mechanics Tests of Vertical Plugs
Autor(a) principal: | |
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Data de Publicação: | 2016 |
Outros Autores: | , , , , |
Tipo de documento: | Artigo |
Idioma: | por |
Título da fonte: | Anuário do Instituto de Geociências (Online) |
Texto Completo: | https://revistas.ufrj.br/index.php/aigeo/article/view/6995 |
Resumo: | Results of rock mechanics tests conducted on travertine plugs have been used to model the stress-strain behavior of this rock under confined and unconfined loadings, for future numerical representation of the intact rock surrounding fault zones, within a study about fault reactivation potential in carbonates. Due to the strain hardening tendency verified in most of the experiments results, a specific Mohr Coulomb model was applied, based on two different sets of cohesion, friction angle and dilation values. Although collapse events verified during the tests could not be captured by the modelling, it was possible to fit the dominant mechanical behavior of the rock, without relevant changes on the parameters measured during the experiments. The software used for this purpose was Tectos (PUC-Rio/Tecgraf - Petrobras), which considers plane strain state. As the experiments configure an axissymetric problem, future works will evaluate the representativity of plane strain model for this material and test conditions, through comparison of the current modelling results with the ones obtained using a different numerical tool. |
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Anuário do Instituto de Geociências (Online) |
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Numerical Modelling of Travertine Mechanical Behaviour Based on Rock Mechanics Tests of Vertical PlugsModelagem Numérica do Comportamento Mecânico de Travertino Baseada em Ensaios Geomecânicos de Plugs VerticaisStress-strain behavior; Numerical modelling; Travertine.Comportamento tensão-deformação; Modelagem numérica; Travertinos.Results of rock mechanics tests conducted on travertine plugs have been used to model the stress-strain behavior of this rock under confined and unconfined loadings, for future numerical representation of the intact rock surrounding fault zones, within a study about fault reactivation potential in carbonates. Due to the strain hardening tendency verified in most of the experiments results, a specific Mohr Coulomb model was applied, based on two different sets of cohesion, friction angle and dilation values. Although collapse events verified during the tests could not be captured by the modelling, it was possible to fit the dominant mechanical behavior of the rock, without relevant changes on the parameters measured during the experiments. The software used for this purpose was Tectos (PUC-Rio/Tecgraf - Petrobras), which considers plane strain state. As the experiments configure an axissymetric problem, future works will evaluate the representativity of plane strain model for this material and test conditions, through comparison of the current modelling results with the ones obtained using a different numerical tool.Resultados de ensaios de mecânica de rochas conduzidos em corpos de prova de travertino foram utilizados para a modelagem do comportamento tensão-deformação desta rocha sob condições confinadas e não confinadas, para posterior simulação numérica do comportamento geomecânico da rocha intacta circundante às zonas de falha em um estudo do potencial de reativação de falhas em carbonatos. Devido à ocorrência de endurecimento verificada na maioria dos testes optou-se por utilizar modelo Mohr Coulomb não associado variável, a partir de dois conjuntos de parâmetros mecânicos -- coesão, ângulo de atrito e dilatância - para cada modelo. Apesar dos prováveis colapsos de poros ocorridos durante os ensaios não serem capturados pelos modelos, foi possível ajustar o comportamento mecânico dominante observado nos testes de laboratório, sem alterações significativas dos parâmetros medidos experimentalmente. A ferramenta utilizada para a modelagem foi o Tectos (PUC-Rio/Tecgraf -- Petrobras), que considera estado plano de deformação. Tendo em vista que os ensaios representam um problema axissimétrico, trabalhos futuros avaliarão a representatividade do modelo de estado plano para o caso em estudo, via comparação desta modelagem com a realizada usando outra ferramenta numérica.Universidade Federal do Rio de Janeiro2016-06-23info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://revistas.ufrj.br/index.php/aigeo/article/view/699510.11137/2016_2_15_28Anuário do Instituto de Geociências; Vol 39, No 2 (2016); 15-28Anuário do Instituto de Geociências; Vol 39, No 2 (2016); 15-281982-39080101-9759reponame:Anuário do Instituto de Geociências (Online)instname:Universidade Federal do Rio de Janeiro (UFRJ)instacron:UFRJporhttps://revistas.ufrj.br/index.php/aigeo/article/view/6995/5562Copyright (c) 2016 Anuário do Instituto de Geociênciashttp://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessKiewiet, Melissa Cristina Duque NogueiraBarroso, Emilio VellosFalcão, Flávia de Oliveira LimaMoraes, AndersonKiewiet, Leigh HesselKager, Shane2017-01-23T22:48:34Zoai:www.revistas.ufrj.br:article/6995Revistahttps://revistas.ufrj.br/index.php/aigeo/indexPUBhttps://revistas.ufrj.br/index.php/aigeo/oaianuario@igeo.ufrj.br||1982-39080101-9759opendoar:2017-01-23T22:48:34Anuário do Instituto de Geociências (Online) - Universidade Federal do Rio de Janeiro (UFRJ)false |
dc.title.none.fl_str_mv |
Numerical Modelling of Travertine Mechanical Behaviour Based on Rock Mechanics Tests of Vertical Plugs Modelagem Numérica do Comportamento Mecânico de Travertino Baseada em Ensaios Geomecânicos de Plugs Verticais |
title |
Numerical Modelling of Travertine Mechanical Behaviour Based on Rock Mechanics Tests of Vertical Plugs |
spellingShingle |
Numerical Modelling of Travertine Mechanical Behaviour Based on Rock Mechanics Tests of Vertical Plugs Kiewiet, Melissa Cristina Duque Nogueira Stress-strain behavior; Numerical modelling; Travertine. Comportamento tensão-deformação; Modelagem numérica; Travertinos. |
title_short |
Numerical Modelling of Travertine Mechanical Behaviour Based on Rock Mechanics Tests of Vertical Plugs |
title_full |
Numerical Modelling of Travertine Mechanical Behaviour Based on Rock Mechanics Tests of Vertical Plugs |
title_fullStr |
Numerical Modelling of Travertine Mechanical Behaviour Based on Rock Mechanics Tests of Vertical Plugs |
title_full_unstemmed |
Numerical Modelling of Travertine Mechanical Behaviour Based on Rock Mechanics Tests of Vertical Plugs |
title_sort |
Numerical Modelling of Travertine Mechanical Behaviour Based on Rock Mechanics Tests of Vertical Plugs |
author |
Kiewiet, Melissa Cristina Duque Nogueira |
author_facet |
Kiewiet, Melissa Cristina Duque Nogueira Barroso, Emilio Vellos Falcão, Flávia de Oliveira Lima Moraes, Anderson Kiewiet, Leigh Hessel Kager, Shane |
author_role |
author |
author2 |
Barroso, Emilio Vellos Falcão, Flávia de Oliveira Lima Moraes, Anderson Kiewiet, Leigh Hessel Kager, Shane |
author2_role |
author author author author author |
dc.contributor.author.fl_str_mv |
Kiewiet, Melissa Cristina Duque Nogueira Barroso, Emilio Vellos Falcão, Flávia de Oliveira Lima Moraes, Anderson Kiewiet, Leigh Hessel Kager, Shane |
dc.subject.por.fl_str_mv |
Stress-strain behavior; Numerical modelling; Travertine. Comportamento tensão-deformação; Modelagem numérica; Travertinos. |
topic |
Stress-strain behavior; Numerical modelling; Travertine. Comportamento tensão-deformação; Modelagem numérica; Travertinos. |
description |
Results of rock mechanics tests conducted on travertine plugs have been used to model the stress-strain behavior of this rock under confined and unconfined loadings, for future numerical representation of the intact rock surrounding fault zones, within a study about fault reactivation potential in carbonates. Due to the strain hardening tendency verified in most of the experiments results, a specific Mohr Coulomb model was applied, based on two different sets of cohesion, friction angle and dilation values. Although collapse events verified during the tests could not be captured by the modelling, it was possible to fit the dominant mechanical behavior of the rock, without relevant changes on the parameters measured during the experiments. The software used for this purpose was Tectos (PUC-Rio/Tecgraf - Petrobras), which considers plane strain state. As the experiments configure an axissymetric problem, future works will evaluate the representativity of plane strain model for this material and test conditions, through comparison of the current modelling results with the ones obtained using a different numerical tool. |
publishDate |
2016 |
dc.date.none.fl_str_mv |
2016-06-23 |
dc.type.none.fl_str_mv |
|
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://revistas.ufrj.br/index.php/aigeo/article/view/6995 10.11137/2016_2_15_28 |
url |
https://revistas.ufrj.br/index.php/aigeo/article/view/6995 |
identifier_str_mv |
10.11137/2016_2_15_28 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.none.fl_str_mv |
https://revistas.ufrj.br/index.php/aigeo/article/view/6995/5562 |
dc.rights.driver.fl_str_mv |
Copyright (c) 2016 Anuário do Instituto de Geociências http://creativecommons.org/licenses/by/4.0 info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
Copyright (c) 2016 Anuário do Instituto de Geociências http://creativecommons.org/licenses/by/4.0 |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Universidade Federal do Rio de Janeiro |
publisher.none.fl_str_mv |
Universidade Federal do Rio de Janeiro |
dc.source.none.fl_str_mv |
Anuário do Instituto de Geociências; Vol 39, No 2 (2016); 15-28 Anuário do Instituto de Geociências; Vol 39, No 2 (2016); 15-28 1982-3908 0101-9759 reponame:Anuário do Instituto de Geociências (Online) instname:Universidade Federal do Rio de Janeiro (UFRJ) instacron:UFRJ |
instname_str |
Universidade Federal do Rio de Janeiro (UFRJ) |
instacron_str |
UFRJ |
institution |
UFRJ |
reponame_str |
Anuário do Instituto de Geociências (Online) |
collection |
Anuário do Instituto de Geociências (Online) |
repository.name.fl_str_mv |
Anuário do Instituto de Geociências (Online) - Universidade Federal do Rio de Janeiro (UFRJ) |
repository.mail.fl_str_mv |
anuario@igeo.ufrj.br|| |
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1797053539606855680 |