Modeling and analysis of susceptibility to permanent deformation in asphalt mixtures

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dc.citation.journalTitleRevista Ingenieria de Construccion
dc.contributor.authorJulián Vidal V.
dc.contributor.authorOssa A.
dc.contributor.departmentUniversidad EAFIT. Departamento de Ingeniería de Producciónspa
dc.contributor.researchgroupMateriales de Ingenieríaspa
dc.creatorJulián Vidal V.
dc.creatorOssa A.
dc.date.accessioned2021-04-12T21:26:44Z
dc.date.available2021-04-12T21:26:44Z
dc.date.issued2011-01-01
dc.description.abstractPerm. Deformation of Asphaltic Mixtures in the Metropol. Area of Valle de Aburra - Antioquia, Which Are Built under IVIAS' Specifications and Valle de Aburra, Were Studied by Employing A Constitutive Model Proposed Previously. This Model Had Proved to Be Effective in Predicting Deformations of Asphaltic Mixtures in the U. Kingdom under Different Kinds of Loads; under Uniaxial and Triaxial Conditions and Temperatures at Intervals between 0C and 40C. for the Specific Case of Valle de Aburra, Temperatures Ranged between 20C and 50C and the Model Was Implemented in Order to Predict Susceptibility to Perm. Deformation. by Means of An Exp. Stud. on Mixtures, It Was Found That Their Behav. under Steady State Condition Followed the Model Modified by Cross2, Thus Mixtures Showed A Visco-Lin. and Non-Lin. Behav. at Low and High Stress Levels, Respectively. It Was Observed That under Loading and Unloading Conditions, There Is A Temp. Dependence on the Mat. Behav., Which Was Properly Predicted by Arrhenius3 under the Studied Temperatures Interval. When Modeling Mixtures Behav., It Was Found That That Their Strain Susceptibility Varied Widely Depending on the Constituent Mat., Especially on the Aggregate, in Spite of the Fact That the Mixtures Are Similar.eng
dc.identifierhttps://eafit.fundanetsuite.com/Publicaciones/ProdCientif/PublicacionFrw.aspx?id=6891
dc.identifier.issn07185073
dc.identifier.issn07162952
dc.identifier.otherSCOPUS;2-s2.0-85026656161
dc.identifier.urihttp://hdl.handle.net/10784/29111
dc.language.isoeng
dc.publisherPontificia Universidad Católica de Chile
dc.relation.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85026656161&partnerID=40&md5=1e52afdfaaf1e8f4a0d41e62c22d71ba
dc.rightshttps://v2.sherpa.ac.uk/id/publication/issn/0718-5073
dc.sourceRevista Ingenieria de Construccion
dc.subjectAsphalteng
dc.subjectAsphaltic mixtureseng
dc.subjectCyclic testseng
dc.subjectPermanent straineng
dc.subjectRecoveryeng
dc.titleModeling and analysis of susceptibility to permanent deformation in asphalt mixtureseng
dc.typeinfo:eu-repo/semantics/articleeng
dc.typearticleeng
dc.typeinfo:eu-repo/semantics/publishedVersioneng
dc.typepublishedVersioneng
dc.type.localArtículospa

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