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Modeling 3-D desiccation soil crack networks using a mesh fragmentation technique

dc.contributor.authorSanchez, Marcelo
dc.contributor.authorManzoli, Osvaldo L. [UNESP]
dc.contributor.authorGuimaraes, Leonardo J. N.
dc.contributor.institutionTexas A&M Univ
dc.contributor.institutionUniversidade Estadual Paulista (Unesp)
dc.contributor.institutionUniversidade Federal de Pernambuco (UFPE)
dc.date.accessioned2015-03-18T15:53:24Z
dc.date.available2015-03-18T15:53:24Z
dc.date.issued2014-10-01
dc.description.abstractThe problem of desiccation cracks in soils has received increasing attention in the last few years, in both experimental investigations and modeling. Experimental research has been mainly focused on the behavior of slurries subjected to drying in plates of different shapes, sizes and thickness. The main objectives of these studies were to learn about the process of crack formation under controlled environmental conditions, and also to understand better the impact of different factors (e.g. soil type, boundary conditions, soil thickness) on the morphology of the crack network. As for the numerical modeling, different approaches have been proposed to describe the behavior of drying cracks in soils. One aspect that it is still difficult to simulate properly is the 3-D crack pattern typically observed in desiccated soils. In this work we present a numerical technique to model the behavior of drying soils. The proposed approach inserts high aspect ratio elements in-between standard elements of a finite element mesh. This mesh fragmentation technique can be easily adapted to standard finite element programs. We used this technique to analyze multiple case studies related to soil desiccation cracks developed under laboratory and field conditions. We focused our attention in some key factors that control the 3-D morphology of the drying cracks network in soils. We show that the proposed technique is able to simulate very satisfactorily the main patterns typically observed in cracked soils. (C) 2014 Elsevier Ltd. All rights reserved.en
dc.description.affiliationTexas A&M Univ, Zachry Dept Civil Engn, College Stn, TX 77843 USA
dc.description.affiliationSao Paulo State Univ UNESP, Dept Civil Engn, Sao Paulo, Brazil
dc.description.affiliationUniv Fed Pernambuco, Dept Civil Engn, Recife, PE, Brazil
dc.description.affiliationUnespSao Paulo State Univ UNESP, Dept Civil Engn, Sao Paulo, Brazil
dc.description.sponsorshipConselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)
dc.description.sponsorshipFundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
dc.description.sponsorshipZachry Department of Civil Engineering, Texas AM University
dc.format.extent27-39
dc.identifierhttp://dx.doi.org/10.1016/j.compgeo.2014.06.009
dc.identifier.citationComputers And Geotechnics. Oxford: Elsevier Sci Ltd, v. 62, p. 27-39, 2014.
dc.identifier.doi10.1016/j.compgeo.2014.06.009
dc.identifier.issn0266-352X
dc.identifier.lattes7901652737291917
dc.identifier.orcid0000-0001-9004-7985
dc.identifier.urihttp://hdl.handle.net/11449/116488
dc.identifier.wosWOS:000343618400003
dc.language.isoeng
dc.publisherElsevier B.V.
dc.relation.ispartofComputers And Geotechnics
dc.relation.ispartofjcr3.138
dc.rights.accessRightsAcesso restrito
dc.sourceWeb of Science
dc.subjectDesiccation cracksen
dc.subject3-D modelingen
dc.subjectCrack patternen
dc.subjectFinite elementen
dc.titleModeling 3-D desiccation soil crack networks using a mesh fragmentation techniqueen
dc.typeArtigo
dcterms.licensehttp://www.elsevier.com/about/open-access/open-access-policies/article-posting-policy
dcterms.rightsHolderElsevier B.V.
dspace.entity.typePublication
unesp.author.lattes7901652737291917[2]
unesp.author.orcid0000-0001-9004-7985[2]
unesp.author.orcid0000-0002-9859-098X[1]
unesp.campusUniversidade Estadual Paulista (UNESP), Faculdade de Engenharia, Baurupt
unesp.departmentEngenharia Civil e Ambiental - FEBpt

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