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dc.contributor.authorMarín-Uribe C.R.
dc.contributor.authorSoto-Guzmán J.
dc.contributor.authorMario R.M.A.
dc.date.accessioned2024-12-27T20:52:18Z
dc.date.available2024-12-27T20:52:18Z
dc.date.created2024
dc.identifier.issn7162952
dc.identifier.urihttp://hdl.handle.net/11407/8744
dc.descriptionThe feasibility of using the Semicircular Bending (SCB) test to control the quality of concrete for application in pavements was investigated. Two concrete mixtures incorporating high-strength cement with specified compressive strengths of 30 MPa and 40 MPa were manufactured. The results of the SCB test were correlated with those of the flexural strength of standardized beams and the compressive strength of cylinders. A statistical analysis of the goodness of fit of all the empirical models obtained was conducted to study the degree of association between the variables. Power models were the most appropriate to relate the mechanical properties studied, with Pearson's correlation coefficients higher than 0.93. These equations can feed the database of levels 1 and 2 of the Mechanistic-Empirical (ME) design method for concrete pavements. Models with unique values that allow quick calculations with good precision were also found. The results show that the SCB test is a promising option when estimating the flexural strength of concrete for use in pavement, as well as carrying out its control and quality assurance. © 2024 Potificia Universidad Catolica de Chile. All rights reserved.
dc.language.isoeng
dc.relation.isversionofhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85200246878&doi=10.7764%2fRIC.00108.21&partnerID=40&md5=65008734788afb6b1be1dbd8f21eeb57
dc.sourceRevista Ingenieria de Construccion
dc.sourceRev. Ing. Constr.
dc.sourceScopus
dc.subjectCompressive strengtheng
dc.subjectConcreteeng
dc.subjectFlexural strengtheng
dc.subjectModulus of ruptureeng
dc.subjectSCBeng
dc.subjectSemi-circular bending testeng
dc.titleExperimental Study of the Semicircular Bending Test for Estimating the Flexural Strength of Concrete Mixtures for Pavements; [Estudio Experimental de la Prueba de Flexión Semicircular para Estimar la Resistencia a la Flexión de Mezclas de Concreto para Pavimentos]eng
dc.typeArticle
dc.rights.accessrightsinfo:eu-repo/semantics/restrictedAccess
dc.publisher.programIngeniería Civil
dc.type.spaArtículo de revista
dc.identifier.doi10.7764/RIC.00108.21
dc.relation.citationvolume39
dc.relation.citationissue2
dc.relation.citationstartpage127
dc.relation.citationendpage139
dc.publisher.facultyFacultad de Ingenierías
dc.affiliationMarín-Uribe C.R., Facultad de Ingeniería, Universidad Surcolombiana, Neiva, Colombia
dc.affiliationSoto-Guzmán J., Escuela de Construción Civil, Pontificia Universidad Católica de Chile, Santiago, Chile
dc.affiliationMario R.M.A., Facultad de Ingeniería, Universidad de Medellín, Medellín, Colombia
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dc.type.versioninfo:eu-repo/semantics/publishedVersion
dc.identifier.reponamereponame:Repositorio Institucional Universidad de Medellín
dc.identifier.repourlrepourl:https://repository.udem.edu.co/
dc.identifier.instnameinstname:Universidad de Medellín


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