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
Description
Summary: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.