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Evaluation of abrasion of a modified drainage mixture with rubber waste crushed (GCR)

dc.contributor.authorYung Vargas, Yee Wan
dc.contributor.authorCordoba Maquilon, Jorge Eliecer
dc.contributor.authorRondón-Quintana, Hugo Alexander
dc.date.accessioned2021-11-06T19:42:06Z
dc.date.available2021-11-06T19:42:06Z
dc.date.issued2017-02-01
dc.identifier.urihttp://repositorio.ufps.edu.co/handle/ufps/713
dc.description.abstractContexto: Las mezclas asfálticas drenantes son definidas como aquellas cuyos vacíos con aire oscilan entre 20% y 25%, y emplean como ligante, un asfalto modificado con algún polímero principalmente elastomérico. A diferencia de otros estudios reportados sobre el tema, se evaluó el efecto de la temperatura de mezcla entre el asfalto modificado con GCR y el material pétreo (160 ºC y 170 ºC), y la variación de las temperaturas de compactación para cada una de ellas (110 ºC, 130 ºC, 150 ºC) y (150 ºC, 160 ºC 170 ºC) respectivamente. Método: El presente estudio evaluó en laboratorio, la resistencia al desgaste por abrasión (ensayo Cántabro) y la rigidez bajo carga monotónica (ensayo Marshall) y cíclica (módulo resiliente) que experimentó una mezcla asfáltica drenante MD fabricada con asfalto modificado con grano de caucho reciclado de llanta (GCR) por vía húmeda (se modifica el asfalto con el GCR a alta temperatura). Como asfalto base para la fabricación de las mezclas se utilizó cemento asfáltico CA 60-70 (PG 64-22). Resultados: se reporta un incremento notable en la resistencia al desgaste por abrasión, a la resistencia bajo carga monotónica y la rigidez bajo carga cíclica de la MD cuando se modifica con GCR. Conclusiones: Como conclusión general se resalta la influencia que tienen las temperaturas de mezcla entre el asfalto y el GCR, así como la de compactación (asfalto modificado y agregado) sobre el comportamiento de la MD modificada con GCR.spa
dc.description.abstractContext: Porous asphalt mixtures are defined as an asphalt concrete with air voids content of around 20% and 25%, and the typical binder is a modified asphalt with some elastomeric polymer. Unlike other studies reported on the subject: i) The effect of mixing temperature between asphalt modified with GCR and stone materials (160 °C and 170 °C) was evaluated, ii) as the variation of compaction temperatures for each of (110 ºC, 130 ºC, 150 ºC) and (150 ºC, 160 ºC, 170 ºC), respectively. Method: This study measured in laboratory, the resistance to abrasion (Cantabria trial) and the stiffness under monotonic (Marshall test) and cyclical (resilient modulus) loading of a porous asphalt mixture MD. Asphalt cement CA 60-70 (PG 64-22) was used as binder. This binder was modified with recycling tyre rubber (GCR) by wet way (The GCR and binder are completely mixed to form asphalt rubber). Results: a significant increase in resistance to abrasion, resistance under monotonic loading and stiffness under cyclic loading of the MD is reported when this mixture is modified with GCR. Conclusion: The results showed that there is a highlighted influence of mix temperature (between asphalt and GCR) and compaction temperature (modified asphalt and aggregate) on the behavior of the MD modified with GCR.eng
dc.format.extent14 páginasspa
dc.format.mimetypeapplication/pdfspa
dc.language.isospaspa
dc.publisherTecnuraspa
dc.relation.ispartofTecnura
dc.rightsTodos los textos incluidos en la Revista Tecnura están protegidos por derechos de autor. Conforme a la ley, está prohibida su reproducción por cualquier medio, mecánico o electrónico, sin permiso escrito del Comité Editorial. Los textos completos de los artículos son de acceso abierto, es decir, se pueden leer, descargar, copiar, distribuir, imprimir, buscar o vincular. Las opiniones expresadas en los artículos publicados son las de los autores y no coinciden necesariamente con las del Comité Editorial ni las de la administración de la Facultad.spa
dc.sourcehttps://revistas.udistrital.edu.co/index.php/Tecnura/article/view/11565spa
dc.titleEvaluación del desgaste por abrasión de una mezcla drenante modificada con residuo de llanta triturada (GCR)eng
dc.titleEvaluation of abrasion of a modified drainage mixture with rubber waste crushed (GCR)eng
dc.typeArtículo de revistaspa
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dc.identifier.doihttps://doi.org/10.14483/22487638.11565
dc.publisher.placeColombiaspa
dc.relation.citationeditionVol.20 No.50.(2016)spa
dc.relation.citationendpage118spa
dc.relation.citationissue50(2016)spa
dc.relation.citationstartpage106spa
dc.relation.citationvolume20spa
dc.relation.citesVargas, Y. W. Y., Maquilón, J. E. C., & Quintana, H. A. R. (2016). Evaluación del desgaste por abrasión de una mezcla drenante modificada con residuo de llanta triturada (GCR). Tecnura, 20(50), 106-118.
dc.relation.ispartofjournalTecnuraspa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.rights.creativecommonsAtribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)spa
dc.subject.proposalAsfaltos modificadosspa
dc.subject.proposalModified asphalteng
dc.subject.proposaldesgaste por abrasiónspa
dc.subject.proposalabrasive weareng
dc.subject.proposalmezclas drenantesspa
dc.subject.proposalporous asphalteng
dc.subject.proposalEstabilidad Marshallspa
dc.subject.proposalMarshall stabilityeng
dc.subject.proposalGCReng
dc.subject.proposalMódulo resilientespa
dc.subject.proposalResilient moduluseng
dc.type.coarhttp://purl.org/coar/resource_type/c_6501spa
dc.type.contentTextspa
dc.type.driverinfo:eu-repo/semantics/articlespa
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oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85spa
dc.type.versioninfo:eu-repo/semantics/publishedVersionspa


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