Modelling the 3D Crack Network Observed in Desiccated Soils

Detalhes bibliográficos
Autor(a) principal: Maedo, Michael A.
Data de Publicação: 2018
Outros Autores: Sanchez, Marcelo, Manzoli, Osvaldo [UNESP], Guimaraes, Leonardo, Hoyos, L. R., McCartney, J. S., Houston, S. L., Likos, W. J.
Tipo de documento: Artigo de conferência
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://hdl.handle.net/11449/164352
Resumo: The study of crack generation and propagation in soils is a very complex problem and possesses several challenges. In this paper a novel approach is proposed to model the formation and propagation of cracks in drying soils. This technique consists of introducing finite elements with high aspect ratio between the regular elements of the original mesh. The main components of the mathematical formulation of the proposed approach are presented, with special emphasis on the constitutive models. Three drying tests were simulated considering circular plates with different heights in order to study the development of desiccation cracks. Thus, the drying process was reproduced by imposing a suction gradient at the top of the soil specimen. The obtained crack patterns were compared against experimental tests to validate the proposed method. The results indicated that the technique was able to capture the main phenomena related to the desiccation crack.
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spelling Modelling the 3D Crack Network Observed in Desiccated SoilsThe study of crack generation and propagation in soils is a very complex problem and possesses several challenges. In this paper a novel approach is proposed to model the formation and propagation of cracks in drying soils. This technique consists of introducing finite elements with high aspect ratio between the regular elements of the original mesh. The main components of the mathematical formulation of the proposed approach are presented, with special emphasis on the constitutive models. Three drying tests were simulated considering circular plates with different heights in order to study the development of desiccation cracks. Thus, the drying process was reproduced by imposing a suction gradient at the top of the soil specimen. The obtained crack patterns were compared against experimental tests to validate the proposed method. The results indicated that the technique was able to capture the main phenomena related to the desiccation crack.Texas A&M Univ, Zachry Dept Civil Engn, 3136 TAMU, College Stn, TX 77843 USAUniv Estadual Paulista, Dept Civil Engn, 14-01 Engn Luis Edmundo Carrijo Coube, BR-17033360 Bauru, SP, BrazilUniv Fed Pernambuco, Dept Civil Engn, 1235 Av Prof Moraes Rego, BR-50670901 Recife, PE, BrazilUniv Estadual Paulista, Dept Civil Engn, 14-01 Engn Luis Edmundo Carrijo Coube, BR-17033360 Bauru, SP, BrazilAmer Soc Civil EngineersTexas A&M UnivUniversidade Estadual Paulista (Unesp)Universidade Federal de Pernambuco (UFPE)Maedo, Michael A.Sanchez, MarceloManzoli, Osvaldo [UNESP]Guimaraes, LeonardoHoyos, L. R.McCartney, J. S.Houston, S. L.Likos, W. J.2018-11-26T17:52:14Z2018-11-26T17:52:14Z2018-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/conferenceObject342-351Panam Unsaturated Soils 2017: Swell-shrink And Tropical Soils. New York: Amer Soc Civil Engineers, n. 303, p. 342-351, 2018.0895-0563http://hdl.handle.net/11449/164352WOS:00043643420003479016527372919170000-0001-9004-7985Web of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengPanam Unsaturated Soils 2017: Swell-shrink And Tropical Soils0,231info:eu-repo/semantics/openAccess2024-06-28T12:56:52Zoai:repositorio.unesp.br:11449/164352Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T15:11:44.318582Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Modelling the 3D Crack Network Observed in Desiccated Soils
title Modelling the 3D Crack Network Observed in Desiccated Soils
spellingShingle Modelling the 3D Crack Network Observed in Desiccated Soils
Maedo, Michael A.
title_short Modelling the 3D Crack Network Observed in Desiccated Soils
title_full Modelling the 3D Crack Network Observed in Desiccated Soils
title_fullStr Modelling the 3D Crack Network Observed in Desiccated Soils
title_full_unstemmed Modelling the 3D Crack Network Observed in Desiccated Soils
title_sort Modelling the 3D Crack Network Observed in Desiccated Soils
author Maedo, Michael A.
author_facet Maedo, Michael A.
Sanchez, Marcelo
Manzoli, Osvaldo [UNESP]
Guimaraes, Leonardo
Hoyos, L. R.
McCartney, J. S.
Houston, S. L.
Likos, W. J.
author_role author
author2 Sanchez, Marcelo
Manzoli, Osvaldo [UNESP]
Guimaraes, Leonardo
Hoyos, L. R.
McCartney, J. S.
Houston, S. L.
Likos, W. J.
author2_role author
author
author
author
author
author
author
dc.contributor.none.fl_str_mv Texas A&M Univ
Universidade Estadual Paulista (Unesp)
Universidade Federal de Pernambuco (UFPE)
dc.contributor.author.fl_str_mv Maedo, Michael A.
Sanchez, Marcelo
Manzoli, Osvaldo [UNESP]
Guimaraes, Leonardo
Hoyos, L. R.
McCartney, J. S.
Houston, S. L.
Likos, W. J.
description The study of crack generation and propagation in soils is a very complex problem and possesses several challenges. In this paper a novel approach is proposed to model the formation and propagation of cracks in drying soils. This technique consists of introducing finite elements with high aspect ratio between the regular elements of the original mesh. The main components of the mathematical formulation of the proposed approach are presented, with special emphasis on the constitutive models. Three drying tests were simulated considering circular plates with different heights in order to study the development of desiccation cracks. Thus, the drying process was reproduced by imposing a suction gradient at the top of the soil specimen. The obtained crack patterns were compared against experimental tests to validate the proposed method. The results indicated that the technique was able to capture the main phenomena related to the desiccation crack.
publishDate 2018
dc.date.none.fl_str_mv 2018-11-26T17:52:14Z
2018-11-26T17:52:14Z
2018-01-01
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
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format conferenceObject
status_str publishedVersion
dc.identifier.uri.fl_str_mv Panam Unsaturated Soils 2017: Swell-shrink And Tropical Soils. New York: Amer Soc Civil Engineers, n. 303, p. 342-351, 2018.
0895-0563
http://hdl.handle.net/11449/164352
WOS:000436434200034
7901652737291917
0000-0001-9004-7985
identifier_str_mv Panam Unsaturated Soils 2017: Swell-shrink And Tropical Soils. New York: Amer Soc Civil Engineers, n. 303, p. 342-351, 2018.
0895-0563
WOS:000436434200034
7901652737291917
0000-0001-9004-7985
url http://hdl.handle.net/11449/164352
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Panam Unsaturated Soils 2017: Swell-shrink And Tropical Soils
0,231
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dc.format.none.fl_str_mv 342-351
dc.publisher.none.fl_str_mv Amer Soc Civil Engineers
publisher.none.fl_str_mv Amer Soc Civil Engineers
dc.source.none.fl_str_mv Web of Science
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
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