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    Influence of Carbon Nanoparticles on the Rheological Characteristics of Short-Term Aged Asphalt Binders

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 004
    Author:
    Feipeng Xiao
    ,
    Armen N. Amirkhanian
    ,
    Serji N. Amirkhanian
    DOI: 10.1061/(ASCE)MT.1943-5533.0000184
    Publisher: American Society of Civil Engineers
    Abstract: Nanotechnology has the potential to create many new materials and devices with wide-ranging purposes. Nano-sized particles have been used in numerous applications to improve the properties of various materials. The utilization of nanotechnology in civil engineering is expected to increase and may become an attractive alternative for asphalt binder modification. The objective of this study was to investigate and evaluate the rheological properties of binders containing various percentages of carbon nanoparticles after a short-term aging process. The experimental design for this study included five binder sources (three grades including PG 64-22, PG 64-16, and PG 52-28), three nano percentages (0.5, 1.0, and 1.5% by weight of the virgin binder), and control binders. The rheological characteristics of the rolling thin film oven (RTFO) binders, including failure temperature, performance grade, creep and creep recovery, viscous flow, and frequency and amplitude sweep, were tested. The results of the experiments indicated that the addition of nanoparticles was helpful in increasing the failure temperature, complex modulus, and elastic modulus values and in improving rutting resistance of the RTFO binder. The phase angle of the binders generally decreased with an increase in nano content and RTFO aging procedure. In addition, statistical analysis indicated that the asphalt binder source plays a key role in determining the rheological properties because of significant evaluations.
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      Influence of Carbon Nanoparticles on the Rheological Characteristics of Short-Term Aged Asphalt Binders

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    contributor authorFeipeng Xiao
    contributor authorArmen N. Amirkhanian
    contributor authorSerji N. Amirkhanian
    date accessioned2017-05-08T21:55:19Z
    date available2017-05-08T21:55:19Z
    date copyrightApril 2011
    date issued2011
    identifier other%28asce%29mt%2E1943-5533%2E0000216.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66533
    description abstractNanotechnology has the potential to create many new materials and devices with wide-ranging purposes. Nano-sized particles have been used in numerous applications to improve the properties of various materials. The utilization of nanotechnology in civil engineering is expected to increase and may become an attractive alternative for asphalt binder modification. The objective of this study was to investigate and evaluate the rheological properties of binders containing various percentages of carbon nanoparticles after a short-term aging process. The experimental design for this study included five binder sources (three grades including PG 64-22, PG 64-16, and PG 52-28), three nano percentages (0.5, 1.0, and 1.5% by weight of the virgin binder), and control binders. The rheological characteristics of the rolling thin film oven (RTFO) binders, including failure temperature, performance grade, creep and creep recovery, viscous flow, and frequency and amplitude sweep, were tested. The results of the experiments indicated that the addition of nanoparticles was helpful in increasing the failure temperature, complex modulus, and elastic modulus values and in improving rutting resistance of the RTFO binder. The phase angle of the binders generally decreased with an increase in nano content and RTFO aging procedure. In addition, statistical analysis indicated that the asphalt binder source plays a key role in determining the rheological properties because of significant evaluations.
    publisherAmerican Society of Civil Engineers
    titleInfluence of Carbon Nanoparticles on the Rheological Characteristics of Short-Term Aged Asphalt Binders
    typeJournal Paper
    journal volume23
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000184
    treeJournal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 004
    contenttypeFulltext
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