Show simple item record

dc.contributor.authorYung Vargas, Yee Wan
dc.contributor.authorRodriguez Lizcano, Adriana
dc.contributor.authorPeña Soto, C A
dc.date.accessioned2022-11-22T19:57:19Z
dc.date.available2022-11-22T19:57:19Z
dc.date.issued2022-01-06
dc.identifier.urihttps://repositorio.ufps.edu.co/handle/ufps/6588
dc.description.abstractThe dense hot MDC-19 type asphalt mixes are considered, by the “Instituto Nacional de Vías” in Colombia, as continuous grading asphalt mixes (asphalt concrete). These constitute most of the surface course, in the structures of in-service pavements, being the object of study and research in different projects to ensure their durability. In the present investigation, unlike other investigations, the mechanical behavior under Marshall monotonic load was studied in the laboratory between MDC-19 dense type asphalt mixtures, comparing plant-produced and laboratory-produced asphalt mixtures. To carry out this process, samples of uncompacted asphalt mixtures were taken, produced in four fixed plants, with which Marshall-type briquettes were compacted. Likewise, samples of mineral aggregates and asphalt cement were obtained from the same plants, which constitute the mixtures raw material produced there. With these materials, briquettes with the same characteristics were mixed and compacted. Subsequently, the resistance under Marshall monotonic load was determined on the briquettes manufactured in plant and laboratory. The optimal asphalt cement content was compared between plant and laboratoryproduced mixtures. An increase in Marshall Stability was found in the briquettes made with plant-produced mixtures, while these required a greater amount of asphalt cement for their production.eng
dc.format.extent6spa
dc.format.mimetypeapplication/pdfspa
dc.language.isoengspa
dc.publisherJournal of Physics: Conference Seriesspa
dc.relation.ispartofJournal of Physics: Conference Series. Vol 2153 No°1[2022]
dc.rights© 2022 by the authorseng
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/spa
dc.sourcehttps://www.scopus.com/record/display.uri?eid=2-s2.0-85124323803&doi=10.1088%2f1742-6596%2f2153%2f1%2f012006&origin=inward&txGid=dda0afc2212f571b4e82e69be42fc172spa
dc.titleResistance under Marshall monotonic load for asphalt concrete mixtureseng
dc.typeArtículo de revistaspa
dcterms.referencesInstituto Nacional de Vías (INVÍAS) 2012 Especificaciones Generales de Construcción de Carreteras (Colombia: Instituto Nacional de Vías)spa
dcterms.referencesAsociación de Productores y Pavimentadores Asfálticos de Colombia (ASOPAC) 2004 Cartilla del Pavimento Asfáltico (Colombia: Asociación de Productores y Pavimentadores Asfálticos de Colombia)spa
dcterms.referencesEuropean Asphalt Pavement Association (EAPA) 2001 Asphalt in Figures, Key Figures of the European Asphalt Industry (Brussels: European Asphalt Pavement Association)spa
dcterms.referencesEuropean Asphalt Pavement Association (EAPA) 2015 Asphalt in Figures, Key Figures of the European Asphalt Industry (Brussels: European Asphalt Pavement Association)spa
dcterms.referencesLeandro R P, Vasconcelos K L, Bernucci L L B 2017 Evaluation of the laboratory compaction method on the air voids and the mechanical behavior of hot mix asphalt Construction and Building Materials 156 424spa
dcterms.referencesSousa J B, Harvey J, Painter L, Deacon J A, Monismith C L 1991 Evaluation of Laboratory Procedures for Compacting Asphalt-Aggregate Mixtures (Washington: Strategic Highway Research Program)spa
dcterms.referencesKennedy T W 1977 Characterization of asphalt pavement materials using the indirect tensile test, Association of Asphalt Paving Technologists Procceedings 46 132spa
dcterms.referencesNational Cooperative Highway Research Program (NCHRP) 2011 A Manual for Design of Hot-Mix Asphalt with Commentary, Report 673 (Washington: Transportation Research Board)spa
dcterms.referencesAsphalt Institute 2001 Superpave Mix Design (Lexington: Asphalt Institute)spa
dcterms.referencesAmerican Association of State Highway and Transportation Officials (AASHTO) 2015 Standard Method of Tets for Resistance to Plastic Flow of Asphalt Mixtures Using Marshall Apparatus, AASHTO T245 (United States of America: American Association of State Highway and Transportation Officials)spa
dcterms.referencesAsphalt Institute 2014 Aphalt Mix Design Methods (Lexington: Asphalt Institute)spa
dcterms.referencesGarnica P, Delgado H, Gómez J A, Romero S A, Alarcón H A 2004 Aspectos del Diseño Volumétrico de Mezclas Asfálticas (Sanfandila: Instituto Mexicano del Transporte)spa
dcterms.referencesAmerican Society for Testing and Materials (ASTM) 2010 Standard Practice for Preparation of Bituminous Specimens Using Marshall Apparatus, ASTM D6926-10 (United States of America: American Society for Testing and Materials)spa
dcterms.referencesAsociación Española de Normalización y Certificación (AENOR) 2013 Mezclas Bituminosas. Métodos de Ensayo para Mezclas Bituminosas en Caliente. Parte 34: Ensayo Marshall, UNE-EN 12697-34 (España: Asociación Española de Normalización y Certificación)spa
dc.contributor.corporatenameJournal of Physics: Conference Seriesspa
dc.identifier.doi10.1088/1742-6596/2153/1/012006
dc.publisher.placeReino Unidospa
dc.relation.citationeditionVol. 2153 No° 1 [2022]spa
dc.relation.citationendpage5spa
dc.relation.citationissue1[2022]spa
dc.relation.citationstartpage1spa
dc.relation.citationvolume2153spa
dc.relation.citesY W Yung-Vargas et al 2022 J. Phys.: Conf. Ser. 2153 012006 DOI 10.1088/1742-6596/2153/1/012006
dc.relation.ispartofjournalJournal of Physics: Conference Seriesspa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.rights.creativecommonsAtribución 4.0 Internacional (CC BY 4.0)spa
dc.type.coarhttp://purl.org/coar/resource_type/c_6501spa
dc.type.contentTextspa
dc.type.driverinfo:eu-repo/semantics/articlespa
dc.type.redcolhttp://purl.org/redcol/resource_type/ARTspa
oaire.accessrightshttp://purl.org/coar/access_right/c_abf2spa
oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85spa
dc.type.versioninfo:eu-repo/semantics/publishedVersionspa


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record

© 2022 by the authors
Except where otherwise noted, this item's license is described as © 2022 by the authors