Mostrar el registro sencillo del ítem

[Efecto del ligante y dosificación en la adherencia de capas asfálticas evaluadas en ensayo LCB]

dc.rights.licensehttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.contributor.authorDorado-Jurado G.A.
dc.contributor.authorMartínez-Ramos M.M.
dc.contributor.authorRosero-Pepinosa L.C.
dc.date.accessioned2024-12-02T20:15:34Z
dc.date.available2024-12-02T20:15:34Z
dc.date.issued2024
dc.identifier.issn1206230
dc.identifier.urihttps://hdl.handle.net/20.500.14112/28914
dc.description.abstractBonding between asphalt layers is a crucial factor affecting the durability and mechanical response of flexible pavements. The effect of tack coat application on this bonding has been extensively studied, with several factors influencing the degree of bonding achieved. These include the type of tack coat, application rate, temperature, and moisture, among others. This study evaluated the effect of binder type and application rate on the interface shear strength of bituminous layers made of asphalt concrete type MDC-19, using theLaboratorio de Caminos de Barcelona (LCB) shear test. Two types of asphalt emulsions, CRL-1 and CRL-1hm (conventional and modified with polymers, respectively), were used as tack coats at five residual application rates. The results of the study showed that the CRL-1hm tack coat developed a higher shear strength than the CRL-1 tack coat. Additionally, there was a variation in strength with an increase in application rate, leading to the determination of an optimum rate. These findings demonstrate the importance of binder type and application rate in achieving optimal bonding between asphalt layers, with potential benefits for the longevity and performance of pavements. Overall, this research provides valuable insights for pavement engineers seeking to optimize the bonding between asphalt layers. The study highlights the potential of modified emulsions, such as CRL-1hm, and the importance of carefully considering the application rate to achieve the desired bonding performance. © (2024), (Universidad de Antioquia). All rights reserved.
dc.format8
dc.format.mediumRecurso electrónico
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.publisherUniversidad de Antioquia
dc.rights.uriAttribution-NonCommercial-NoDerivatives 4.0 International (CC BY-NC-ND 4.0)
dc.sourceRevista Facultad de Ingenieria
dc.sourceRev. Fac. Ing.
dc.sourceScopus
dc.titleEffect of binder type and application rate on asphalt layer bonding evaluated by LCB test
dc.title[Efecto del ligante y dosificación en la adherencia de capas asfálticas evaluadas en ensayo LCB]
datacite.contributorFacultad de Ingeniería, Universidad Mariana, Calle 18 N.º34-104. C. P. 520002, Pasto, Colombia
datacite.contributorConcesionaria Vial Unión del, Sur., Calle 23B # 1A-14. C. P., Pasto, 520004, Colombia
datacite.contributorDorado-Jurado G.A., Facultad de Ingeniería, Universidad Mariana, Calle 18 N.º34-104. C. P. 520002, Pasto, Colombia
datacite.contributorMartínez-Ramos M.M., Facultad de Ingeniería, Universidad Mariana, Calle 18 N.º34-104. C. P. 520002, Pasto, Colombia
datacite.contributorRosero-Pepinosa L.C., Concesionaria Vial Unión del, Sur., Calle 23B # 1A-14. C. P., Pasto, 520004, Colombia
datacite.rightshttp://purl.org/coar/access_right/c_abf2
oaire.resourcetypehttp://purl.org/coar/resource_type/c_6501
oaire.versionhttp://purl.org/coar/version/c_ab4af688f83e57aa
dc.contributor.contactpersonG.A. Dorado-Jurado
dc.contributor.contactpersonFacultad de Ingeniería, Universidad Mariana, Pasto, Calle 18 N.º34-104. C. P. 520002, Colombia
dc.contributor.contactpersonemail: gerardojur@gmail.com
dc.identifier.doi10.17533/udea.redin.20240306
dc.identifier.instnameUniversidad Mariana
dc.identifier.reponameRepositorio Clara de Asis
dc.identifier.urlhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85203071135&doi=10.17533%2fudea.redin.20240306&partnerID=40&md5=4ad30cb3e041a4417a8cdb4eea7289fc
dc.relation.citationendpage36
dc.relation.citationstartpage28
dc.relation.iscitedby0
dc.relation.referencesVasquez-Varela L. R., Garcia-Orozco F. J., An overview of asphalt pavement design for streets and roads, Revista Facultad de Ingeniería, 98, (2021)
dc.relation.referencesStandard terminology of adhesives, (2023)
dc.relation.referencesStandard terminology relating to materials for roads and pavementss, ASTM International, (2017)
dc.relation.referencesTack coat best practices, (2016)
dc.relation.referencesWruck B. M., Coleri E., Kumar V., Impact of emulsion type, application rate, and adverse construction conditions on tack coat performance, Journal of the Transportation Research Board, 2677, 3, (2022)
dc.relation.referencesWheat M., Evaluation of bond strength at asphalt interfaces, Communities and collections, (2007)
dc.relation.referencesWeiguang Z., Effect of tack coat application on interlayer shear strength of asphalt pavement: A state-of-the-art review based on application in the united states, International Journal of Pavement Research and Technology, 10, 5, (2017)
dc.relation.referencesBacha M. A., Hornych P., Nguyen M., Chupin O., Hammoum F., Evaluation of the influence of interface bonding condition on mechanical responses of bituminous pavement surface layers, Transportation Engineering, 14, (2023)
dc.relation.referencesRodriguez-Calderon W., Pallares-Munoz M. R., Three-dimensional modeling of pavement with dual load using finite element, DYNA, 82, 189, (2015)
dc.relation.referencesVargas-Diaz S. A., Finite element modeling of direct transition from concrete pavement to asphalt pavement, TecnoLógicas, 25, 55, (2023)
dc.relation.referencesAbril-Zuleta S. L., Fernandez-Gomez W. D., Reyes-Lizcano F. A., Periodo de desempeño de mezclas asfálticas prefabricadas almacenadas para actividades de parcheo en bogotá d.c, Ciencia e Ingeniería Neogranadina, 32, 1, (2022)
dc.relation.referencesLopez-Contreras Y. F., Chaves-Guerrero A., Akbulut M., Cheng Z., Hoyos-Marin L. J., Fuerzas de adhesión en mezclas asfálticas a escala nanométrica, CT&F - Ciencia, Tecnología y Futuro, 7, 1, (2017)
dc.relation.referencesRendon-Martinez M. E., Torres-Dahbura E. A., Diseño de una emulsión asfáltica modificada de alto desempeño para riegos de liga, evaluando su resistencia al esfuerzo de corte y la adherencia entre capas de pavimento, (2018)
dc.relation.referencesPaba-Martinez I. J., Vasquez-Bolanos F., Desempeño de ligantes bituminosos utilizados como riegos de ligas en carpetas de mezclas asfálticas, empleando la metodología del lcb, (2018)
dc.relation.referencesBastidas-Martinez J. G., Ruge J. C., Paba I. J., Vasquez F., Rojas-Suarez J. P., Physical mechanical performance of asphaltic emulsions in road oil for flexible pavements, Journal of Physics: Conference Series, (2020)
dc.relation.referencesRivera J. J., Estudio de riegos asfálticos de liga entre capas asfálticas para rehabilitación de pavimentos flexibles fresados, (2018)
dc.relation.referencesRicci L. A., Evaluación de la adherencia entre capas asfálticas con intercapa de geosintético, (2011)
dc.relation.referencesRivera J., Bianchetto H. D., Martinez A. H., Method to determine the dosage of bituminous tack coat in function of the texture of milled asphalt layers to be overlaid, International Journal of Pavement Engineering, 22, 1, (2019)
dc.relation.referencesProgram N. C. H. R., Optimization of tack coat for hma placement, National Academies of Sciences, Engineering, and Medicine, (2012)
dc.relation.referencesEspecificaciones generales de construcción de carreteras 2022, (2022)
dc.relation.referencesAli M. H., Khalil A. H., Wang Y., Experimental study of the effect of tack coats on interlayer bond strength of pavement, International Journal of Pavement Engineering, 15, 8, (2023)
dc.relation.referencesGhabchi R., Prashan-Dharmarathna C., Effect of tack coat emulsion type, application rate, and surface type and texture on early-age interlayer shear strength of pavements in cold regions, International Journal of Pavement Engineering, 23, 6, (2020)
dc.relation.referencesWang J., Xiao F., Chen Z., Li X., Amirkhanian S., Application of tack coat in pavement engineering, Construction and Building Materials, 152, (2017)
dc.relation.referencesRaposeiras A. C., Castro-Fresno D., Vega-Zamanillo A., Rodriguez-Hernandez J., Test methods and influential factors for analysis of bonding between bituminous pavement layers, Construction and Building Materials, 43, (2013)
dc.relation.referencesWest R. C., Zhang J., Moore J., Evaluation of bond strength between pavement layers, National Canter for Asphalt Technology, (2005)
dc.relation.referencesTashman L., Nam K., Papagiannakis T., Evaluation of the influence of tack coat construction factors on the bond strength between pavement layers, (2006)
dc.relation.referencesColeri E., Villarreal R., Wruck B. M., Developing technologies and procedures to reduce tracking and achieve uniform and accurate tack coat application, Transportation Research Record: Journal of the Transportation Research Board, 2674, 6, (2020)
dc.relation.referencesManual para la inspección visual de pavimentos flexibles, (2006)
dc.relation.referencesde Estudios C., Nlt-382/08 evaluación de la adherencia entre capas de firme, mediante ensayo de corte, (2008)
dc.relation.referencesMiro R., Martinez A. H., Perez F., Assessing heat-adhesive emulsions for tack coats, Proceedings of the Institution of Civil Engineers, 158, 1, (2005)
dc.rights.accessrightsinfo:eu-repo/semantics/openAccess
dc.subject.keywordsapplication rate
dc.subject.keywordsasphalt pavement
dc.subject.keywordspavimento asfáltico
dc.subject.keywordsresistencia al corte
dc.subject.keywordsRiego de adherencia
dc.subject.keywordsshear strength
dc.subject.keywordsTack coat
dc.subject.keywordstasa de aplicación
dc.type.driverinfo:eu-repo/semantics/article
dc.type.hasversioninfo:eu-repo/semantics/acceptedVersion
dc.type.redcolhttp://purl.org/redcol/resource_type/ART
dc.type.spaArtículo científico
dc.relation.citationissue113


Ficheros en el ítem

FicherosTamañoFormatoVer

No hay ficheros asociados a este ítem.

Este ítem aparece en la(s) siguiente(s) colección(ones)

Mostrar el registro sencillo del ítem