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    Rheological Examination of Aging in Polymer-Modified Asphalt

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 002
    Author:
    Rafiqul A. Tarefder
    ,
    Seyed S. Yousefi
    DOI: 10.1061/(ASCE)MT.1943-5533.0001370
    Publisher: American Society of Civil Engineers
    Abstract: Polymers are commonly used to modify asphalt binder in order to satisfy the performance-grade binder’s rheological properties, such as shear, storage, loss, and bending stiffness. However, it is not known what types and percentages of polymers affect these properties under conditions of aging. To this end, base asphalt binders were modified with styrene-butadiene and styrene-butadiene-styrene polymers at 3, 4, and 5% and then aged in the laboratory using a rolling thin film oven for short-term aging, a pressure aging vessel for long-term aging, and a draft oven for intermediate aging. The stiffness properties of the modified binders were determined using dynamic shear rheometer (DSR), multiple-stress creep recovery (MSCR), Brookfield rotational viscometer (RV), and bending beam rheometer (BBR) tests. Comparison of aging indexes for storage and loss modulus indicated that aging increases the elastic or storage component more than the viscous or loss component of the complex shear modulus. It was shown that increasing the percentage of polymer results in a decrease in aging for both SB- and SBS-modified binders. Those modified with SB are more resistant to aging than are those modified with SBS.
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      Rheological Examination of Aging in Polymer-Modified Asphalt

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    http://yetl.yabesh.ir/yetl1/handle/yetl/83120
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    contributor authorRafiqul A. Tarefder
    contributor authorSeyed S. Yousefi
    date accessioned2017-05-08T22:35:11Z
    date available2017-05-08T22:35:11Z
    date copyrightFebruary 2016
    date issued2016
    identifier other50749545.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83120
    description abstractPolymers are commonly used to modify asphalt binder in order to satisfy the performance-grade binder’s rheological properties, such as shear, storage, loss, and bending stiffness. However, it is not known what types and percentages of polymers affect these properties under conditions of aging. To this end, base asphalt binders were modified with styrene-butadiene and styrene-butadiene-styrene polymers at 3, 4, and 5% and then aged in the laboratory using a rolling thin film oven for short-term aging, a pressure aging vessel for long-term aging, and a draft oven for intermediate aging. The stiffness properties of the modified binders were determined using dynamic shear rheometer (DSR), multiple-stress creep recovery (MSCR), Brookfield rotational viscometer (RV), and bending beam rheometer (BBR) tests. Comparison of aging indexes for storage and loss modulus indicated that aging increases the elastic or storage component more than the viscous or loss component of the complex shear modulus. It was shown that increasing the percentage of polymer results in a decrease in aging for both SB- and SBS-modified binders. Those modified with SB are more resistant to aging than are those modified with SBS.
    publisherAmerican Society of Civil Engineers
    titleRheological Examination of Aging in Polymer-Modified Asphalt
    typeJournal Paper
    journal volume28
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001370
    treeJournal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 002
    contenttypeFulltext
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