Mechanical performance of HMA-2 modified with purified and unpurified carbon nanotubes and nanofibers

The present study evaluates the mechanical performance of a Hot Mix Asphalt – Type II (HMA-2) modified with carbon nanotubes and carbon nanofibers (CNTF). CNTF were made by means the Catalytic Vapor Deposition (CVD) technique at 700° C using a Nickel, Copper and Aluminum (NiCuAl) catalyst with a Cu/...

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Autores:
Rubio, Mario Rodrigo
Martínez, Duván Julián
Daza, Carlos Enrique
Reyes, Fredy Alberto
Tipo de recurso:
Article of journal
Fecha de publicación:
2017
Institución:
Universidad Nacional de Colombia
Repositorio:
Universidad Nacional de Colombia
Idioma:
spa
OAI Identifier:
oai:repositorio.unal.edu.co:unal/67573
Acceso en línea:
https://repositorio.unal.edu.co/handle/unal/67573
http://bdigital.unal.edu.co/68602/
Palabra clave:
62 Ingeniería y operaciones afines / Engineering
Carbon nanotubes
carbon nanofibers
hot mix asphalt
bitumen
pavements
fatigue
resilient modulus
rutting
master curves
Nanotubos de carbono
nanofibras de carbono
mezcla asfáltica en caliente
bitumen
pavimentos
fatiga
módulo resiliente
ahuellamiento
curvas maestras
Rights
openAccess
License
Atribución-NoComercial 4.0 Internacional
id UNACIONAL2_81f12d946e903b4cea389a80a10ab13d
oai_identifier_str oai:repositorio.unal.edu.co:unal/67573
network_acronym_str UNACIONAL2
network_name_str Universidad Nacional de Colombia
repository_id_str
dc.title.spa.fl_str_mv Mechanical performance of HMA-2 modified with purified and unpurified carbon nanotubes and nanofibers
title Mechanical performance of HMA-2 modified with purified and unpurified carbon nanotubes and nanofibers
spellingShingle Mechanical performance of HMA-2 modified with purified and unpurified carbon nanotubes and nanofibers
62 Ingeniería y operaciones afines / Engineering
Carbon nanotubes
carbon nanofibers
hot mix asphalt
bitumen
pavements
fatigue
resilient modulus
rutting
master curves
Nanotubos de carbono
nanofibras de carbono
mezcla asfáltica en caliente
bitumen
pavimentos
fatiga
módulo resiliente
ahuellamiento
curvas maestras
title_short Mechanical performance of HMA-2 modified with purified and unpurified carbon nanotubes and nanofibers
title_full Mechanical performance of HMA-2 modified with purified and unpurified carbon nanotubes and nanofibers
title_fullStr Mechanical performance of HMA-2 modified with purified and unpurified carbon nanotubes and nanofibers
title_full_unstemmed Mechanical performance of HMA-2 modified with purified and unpurified carbon nanotubes and nanofibers
title_sort Mechanical performance of HMA-2 modified with purified and unpurified carbon nanotubes and nanofibers
dc.creator.fl_str_mv Rubio, Mario Rodrigo
Martínez, Duván Julián
Daza, Carlos Enrique
Reyes, Fredy Alberto
dc.contributor.author.spa.fl_str_mv Rubio, Mario Rodrigo
Martínez, Duván Julián
Daza, Carlos Enrique
Reyes, Fredy Alberto
dc.subject.ddc.spa.fl_str_mv 62 Ingeniería y operaciones afines / Engineering
topic 62 Ingeniería y operaciones afines / Engineering
Carbon nanotubes
carbon nanofibers
hot mix asphalt
bitumen
pavements
fatigue
resilient modulus
rutting
master curves
Nanotubos de carbono
nanofibras de carbono
mezcla asfáltica en caliente
bitumen
pavimentos
fatiga
módulo resiliente
ahuellamiento
curvas maestras
dc.subject.proposal.spa.fl_str_mv Carbon nanotubes
carbon nanofibers
hot mix asphalt
bitumen
pavements
fatigue
resilient modulus
rutting
master curves
Nanotubos de carbono
nanofibras de carbono
mezcla asfáltica en caliente
bitumen
pavimentos
fatiga
módulo resiliente
ahuellamiento
curvas maestras
description The present study evaluates the mechanical performance of a Hot Mix Asphalt – Type II (HMA-2) modified with carbon nanotubes and carbon nanofibers (CNTF). CNTF were made by means the Catalytic Vapor Deposition (CVD) technique at 700° C using a Nickel, Copper and Aluminum (NiCuAl) catalyst with a Cu/Ni molar relation of 0,33. In order to properly assess HMA-2 performance, three different mixtures were analyzed: 1) HMA-2 modified with purified CNTF; 2) HMA-2 modified with non-purified CNTF and, 3) a Conventional HMA-2 (control). Samples manufactured in accordance with the Marshall Mix Design were tested in the laboratory to study rutting, resilient modulus (Mr) and fatigue. In addition to the aforementioned dynamic characterization, the effect of CNTF purification on the asphalt mixture’s mechanical properties was analyzed. In short, a comparative study was designed to determine whether or not CNTF should be purified before introduction into the HMA-2. This investigation responds to the growing demand for economical materials capable of withstanding traffic loads while simultaneously enhancing pavement durability and mechanical properties. Although purified CNTF increased HMA-2 stiffness and elastic modulus, non-purified CNTF increased the asphalt mixture’s elastic modulus without considerable increases in stiffness. Thus, the latter modification is deemed to help address fatiguerelated issues and improve the long-term durability of flexible pavements.
publishDate 2017
dc.date.issued.spa.fl_str_mv 2017-05-01
dc.date.accessioned.spa.fl_str_mv 2019-07-03T04:34:40Z
dc.date.available.spa.fl_str_mv 2019-07-03T04:34:40Z
dc.type.spa.fl_str_mv Artículo de revista
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dc.type.content.spa.fl_str_mv Text
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dc.identifier.issn.spa.fl_str_mv ISSN: 2248-8723
dc.identifier.uri.none.fl_str_mv https://repositorio.unal.edu.co/handle/unal/67573
dc.identifier.eprints.spa.fl_str_mv http://bdigital.unal.edu.co/68602/
identifier_str_mv ISSN: 2248-8723
url https://repositorio.unal.edu.co/handle/unal/67573
http://bdigital.unal.edu.co/68602/
dc.language.iso.spa.fl_str_mv spa
language spa
dc.relation.spa.fl_str_mv https://revistas.unal.edu.co/index.php/ingeinv/article/view/58649
dc.relation.ispartof.spa.fl_str_mv Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e Investigación
Ingeniería e Investigación
dc.relation.references.spa.fl_str_mv Rubio, Mario Rodrigo and Martínez, Duván Julián and Daza, Carlos Enrique and Reyes, Fredy Alberto (2017) Mechanical performance of HMA-2 modified with purified and unpurified carbon nanotubes and nanofibers. Ingeniería e Investigación, 37 (2). pp. 99-106. ISSN 2248-8723
dc.rights.spa.fl_str_mv Derechos reservados - Universidad Nacional de Colombia
dc.rights.coar.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.rights.license.spa.fl_str_mv Atribución-NoComercial 4.0 Internacional
dc.rights.uri.spa.fl_str_mv http://creativecommons.org/licenses/by-nc/4.0/
dc.rights.accessrights.spa.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv Atribución-NoComercial 4.0 Internacional
Derechos reservados - Universidad Nacional de Colombia
http://creativecommons.org/licenses/by-nc/4.0/
http://purl.org/coar/access_right/c_abf2
eu_rights_str_mv openAccess
dc.format.mimetype.spa.fl_str_mv application/pdf
dc.publisher.spa.fl_str_mv Universidad Nacional de Colombia - Sede Bogotá - Facultad de Ingeniería
institution Universidad Nacional de Colombia
bitstream.url.fl_str_mv https://repositorio.unal.edu.co/bitstream/unal/67573/1/58649-344246-1-PB.pdf
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repository.name.fl_str_mv Repositorio Institucional Universidad Nacional de Colombia
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spelling Atribución-NoComercial 4.0 InternacionalDerechos reservados - Universidad Nacional de Colombiahttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Rubio, Mario Rodrigoc88a685b-3781-4604-863a-d143f88eb779300Martínez, Duván Julián5c792c95-3558-4e2a-b622-ee15a19cfdc9300Daza, Carlos Enriquedbea5868-53ab-4c9c-81db-bf355e644cb8300Reyes, Fredy Alberto50805f8d-5cb3-483a-8376-248c925b8b673002019-07-03T04:34:40Z2019-07-03T04:34:40Z2017-05-01ISSN: 2248-8723https://repositorio.unal.edu.co/handle/unal/67573http://bdigital.unal.edu.co/68602/The present study evaluates the mechanical performance of a Hot Mix Asphalt – Type II (HMA-2) modified with carbon nanotubes and carbon nanofibers (CNTF). CNTF were made by means the Catalytic Vapor Deposition (CVD) technique at 700° C using a Nickel, Copper and Aluminum (NiCuAl) catalyst with a Cu/Ni molar relation of 0,33. In order to properly assess HMA-2 performance, three different mixtures were analyzed: 1) HMA-2 modified with purified CNTF; 2) HMA-2 modified with non-purified CNTF and, 3) a Conventional HMA-2 (control). Samples manufactured in accordance with the Marshall Mix Design were tested in the laboratory to study rutting, resilient modulus (Mr) and fatigue. In addition to the aforementioned dynamic characterization, the effect of CNTF purification on the asphalt mixture’s mechanical properties was analyzed. In short, a comparative study was designed to determine whether or not CNTF should be purified before introduction into the HMA-2. This investigation responds to the growing demand for economical materials capable of withstanding traffic loads while simultaneously enhancing pavement durability and mechanical properties. Although purified CNTF increased HMA-2 stiffness and elastic modulus, non-purified CNTF increased the asphalt mixture’s elastic modulus without considerable increases in stiffness. Thus, the latter modification is deemed to help address fatiguerelated issues and improve the long-term durability of flexible pavements.El siguiente estudio evalúa el desempeño mecánico de una mezcla asfáltica en caliente tipo II (HMA-2) modificada con nanotubos de carbono y nanofibras de carbono (NFTC). Los NFTC fueron fabricados por la técnica de Descomposición Catalítica de Vapor (DCV) a 700° C utilizando un catalizador de Níquel, Cobre y Aluminio (Ni, Cu, Al) con una relación molar Cu/Ni de 0,33. Con el fin de evaluar el desempeño mecánico de la mezcla HMA-2, se analizaron tres distintas muestras: 1) HMA-2 modificada con NFTC purificados; 2) HMA-2 modificada con NFTC no purificados; 3) HMA 2 convencional (mezcla de control). Las muestras se fabricaron de acuerdo con la metodología de diseño Marshall y fueron evaluadas en el laboratorio para estudiar su comportamiento ante el ahuellamiento, módulo resiliente (Mr) y fatiga. Como complemento de la caracterización dinámica mencionada, se analizó el efecto de la purificación de los NFTC en las propiedades mecánicas de la mezcla asfáltica. En resumen, se diseñó un estudio comparativo para determinar en qué condiciones de carga conviene que los NFTC estén purificados. Esta investigación responde a la alta demanda por parte de la industria de materiales económicos capaces de contrarrestar las cargas dinámicas del tránsito en términos de durabilidad y resistencia. NFTC purificados incrementaron la rigidez y el módulo de elasticidad de la mezcla HMA-2, por otro lado, los NFTC sin purificar incrementaron el módulo de elasticidad de la mezcla, pero no hubo cambios significativos en la rigidez. Es por esto que la modificación de la mezcla con NFTC sin purificar se considera adecuada para contrarrestar patologías relacionadas con fatiga, mejorando la durabilidad a largo plazo de los pavimentos flexibles.application/pdfspaUniversidad Nacional de Colombia - Sede Bogotá - Facultad de Ingenieríahttps://revistas.unal.edu.co/index.php/ingeinv/article/view/58649Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e InvestigaciónIngeniería e InvestigaciónRubio, Mario Rodrigo and Martínez, Duván Julián and Daza, Carlos Enrique and Reyes, Fredy Alberto (2017) Mechanical performance of HMA-2 modified with purified and unpurified carbon nanotubes and nanofibers. Ingeniería e Investigación, 37 (2). pp. 99-106. ISSN 2248-872362 Ingeniería y operaciones afines / EngineeringCarbon nanotubescarbon nanofibershot mix asphaltbitumenpavementsfatigueresilient modulusruttingmaster curvesNanotubos de carbononanofibras de carbonomezcla asfáltica en calientebitumenpavimentosfatigamódulo resilienteahuellamientocurvas maestrasMechanical performance of HMA-2 modified with purified and unpurified carbon nanotubes and nanofibersArtículo de revistainfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/ARTORIGINAL58649-344246-1-PB.pdfapplication/pdf537793https://repositorio.unal.edu.co/bitstream/unal/67573/1/58649-344246-1-PB.pdf8f6787b1e2de4fd8d1a2a580aa22a711MD51THUMBNAIL58649-344246-1-PB.pdf.jpg58649-344246-1-PB.pdf.jpgGenerated Thumbnailimage/jpeg8703https://repositorio.unal.edu.co/bitstream/unal/67573/2/58649-344246-1-PB.pdf.jpg852c9edc09a0761b607a691e79c8beb7MD52unal/67573oai:repositorio.unal.edu.co:unal/675732023-05-30 23:03:12.984Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co