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    Aging Characteristics of RAP Blend Binders: Rheological Properties

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 005
    Author:
    Shin-Che Huang
    ,
    Thomas F. Turner
    DOI: 10.1061/(ASCE)MT.1943-5533.0000898
    Publisher: American Society of Civil Engineers
    Abstract: A study involving two rolling-thin-film-oven–aged asphalts and their blends with 15 and 50% of extracted reclaimed asphalt pavement (RAP) binders was conducted to investigate the effect of RAP content and properties on the long-term aging characteristics of asphalt binders. The results from rheological analyses of aged, blended binders indicate that the aging characteristics of blended binders are dependent on fresh asphalt binders. The results show that the crossover frequency decreases at an exponential form as RAP concentrations increase, and the rheological index increases as RAP concentration increases. The pattern for stiffness increase as a function of aging times for RAP-blended binders is similar to that of a typical chemical-aging kinetic model, in which the stiffness increases substantially initially and then levels off at longer aging times. The results demonstrate that there is a linear relationship between the logarithm of
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      Aging Characteristics of RAP Blend Binders: Rheological Properties

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    contributor authorShin-Che Huang
    contributor authorThomas F. Turner
    date accessioned2017-05-08T21:57:04Z
    date available2017-05-08T21:57:04Z
    date copyrightMay 2014
    date issued2014
    identifier other%28asce%29mt%2E1943-5533%2E0000939.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67299
    description abstractA study involving two rolling-thin-film-oven–aged asphalts and their blends with 15 and 50% of extracted reclaimed asphalt pavement (RAP) binders was conducted to investigate the effect of RAP content and properties on the long-term aging characteristics of asphalt binders. The results from rheological analyses of aged, blended binders indicate that the aging characteristics of blended binders are dependent on fresh asphalt binders. The results show that the crossover frequency decreases at an exponential form as RAP concentrations increase, and the rheological index increases as RAP concentration increases. The pattern for stiffness increase as a function of aging times for RAP-blended binders is similar to that of a typical chemical-aging kinetic model, in which the stiffness increases substantially initially and then levels off at longer aging times. The results demonstrate that there is a linear relationship between the logarithm of
    publisherAmerican Society of Civil Engineers
    titleAging Characteristics of RAP Blend Binders: Rheological Properties
    typeJournal Paper
    journal volume26
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000898
    treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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