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    Quantitative Effect of Elastomeric Modification on Binder Performance at Intermediate and High Temperatures

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 001
    Author:
    Mostafa A. Elseifi
    ,
    Gerardo W. Flintsch
    ,
    Imad L. Al-Qadi
    DOI: 10.1061/(ASCE)0899-1561(2003)15:1(32)
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study was conducted to characterize the dynamic mechanical properties of elastomer-modified asphalt binders at intermediate and high temperatures. Two types of elastomeric modifiers, styrene-butadiene-styrene (SBS) and styrene-ethylene/butylene-styrene (SEBS), were used at three different concentrations. Short-term aging and long-term aging were simulated by the rolling thin film oven test and the pressure aging vessel test, respectively. A dynamic shear rheometer was used to conduct frequency sweeps at temperatures ranging from 5°C to 75°C in increments of 10°C. Two fitting models were introduced to describe the variation of the selected parameters with temperature. An investigation of the resulting isochronal plots indicated that polymer modification is effective in increasing rutting resistance at high temperatures and fatigue resistance at intermediate temperatures. It was also found that SBES improves the binder rutting resistance more than SBS. However, SBS was found more effective in improving the binder fatigue resistance at intermediate temperatures.
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      Quantitative Effect of Elastomeric Modification on Binder Performance at Intermediate and High Temperatures

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/45817
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    • Journal of Materials in Civil Engineering

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    contributor authorMostafa A. Elseifi
    contributor authorGerardo W. Flintsch
    contributor authorImad L. Al-Qadi
    date accessioned2017-05-08T21:17:28Z
    date available2017-05-08T21:17:28Z
    date copyrightFebruary 2003
    date issued2003
    identifier other%28asce%290899-1561%282003%2915%3A1%2832%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45817
    description abstractAn experimental study was conducted to characterize the dynamic mechanical properties of elastomer-modified asphalt binders at intermediate and high temperatures. Two types of elastomeric modifiers, styrene-butadiene-styrene (SBS) and styrene-ethylene/butylene-styrene (SEBS), were used at three different concentrations. Short-term aging and long-term aging were simulated by the rolling thin film oven test and the pressure aging vessel test, respectively. A dynamic shear rheometer was used to conduct frequency sweeps at temperatures ranging from 5°C to 75°C in increments of 10°C. Two fitting models were introduced to describe the variation of the selected parameters with temperature. An investigation of the resulting isochronal plots indicated that polymer modification is effective in increasing rutting resistance at high temperatures and fatigue resistance at intermediate temperatures. It was also found that SBES improves the binder rutting resistance more than SBS. However, SBS was found more effective in improving the binder fatigue resistance at intermediate temperatures.
    publisherAmerican Society of Civil Engineers
    titleQuantitative Effect of Elastomeric Modification on Binder Performance at Intermediate and High Temperatures
    typeJournal Paper
    journal volume15
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2003)15:1(32)
    treeJournal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 001
    contenttypeFulltext
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