Modelling the 3D Crack Network Observed in Desiccated Soils

dc.contributor.authorMaedo, Michael A.
dc.contributor.authorSanchez, Marcelo
dc.contributor.authorManzoli, Osvaldo [UNESP]
dc.contributor.authorGuimaraes, Leonardo
dc.contributor.authorHoyos, L. R.
dc.contributor.authorMcCartney, J. S.
dc.contributor.authorHouston, S. L.
dc.contributor.authorLikos, W. J.
dc.contributor.institutionTexas A&M Univ
dc.contributor.institutionUniversidade Estadual Paulista (Unesp)
dc.contributor.institutionUniversidade Federal de Pernambuco (UFPE)
dc.date.accessioned2018-11-26T17:52:14Z
dc.date.available2018-11-26T17:52:14Z
dc.date.issued2018-01-01
dc.description.abstractThe 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.en
dc.description.affiliationTexas A&M Univ, Zachry Dept Civil Engn, 3136 TAMU, College Stn, TX 77843 USA
dc.description.affiliationUniv Estadual Paulista, Dept Civil Engn, 14-01 Engn Luis Edmundo Carrijo Coube, BR-17033360 Bauru, SP, Brazil
dc.description.affiliationUniv Fed Pernambuco, Dept Civil Engn, 1235 Av Prof Moraes Rego, BR-50670901 Recife, PE, Brazil
dc.description.affiliationUnespUniv Estadual Paulista, Dept Civil Engn, 14-01 Engn Luis Edmundo Carrijo Coube, BR-17033360 Bauru, SP, Brazil
dc.format.extent342-351
dc.identifier.citationPanam Unsaturated Soils 2017: Swell-shrink And Tropical Soils. New York: Amer Soc Civil Engineers, n. 303, p. 342-351, 2018.
dc.identifier.issn0895-0563
dc.identifier.lattes7901652737291917
dc.identifier.orcid0000-0001-9004-7985
dc.identifier.urihttp://hdl.handle.net/11449/164352
dc.identifier.wosWOS:000436434200034
dc.language.isoeng
dc.publisherAmer Soc Civil Engineers
dc.relation.ispartofPanam Unsaturated Soils 2017: Swell-shrink And Tropical Soils
dc.relation.ispartofsjr0,231
dc.rights.accessRightsAcesso aberto
dc.sourceWeb of Science
dc.titleModelling the 3D Crack Network Observed in Desiccated Soilsen
dc.typeTrabalho apresentado em evento
dcterms.rightsHolderAmer Soc Civil Engineers
unesp.author.lattes7901652737291917[3]
unesp.author.orcid0000-0001-9004-7985[3]
unesp.departmentEngenharia Civil e Ambiental - FEBpt

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