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    Composite Modifiers to Improve the Rheological Properties of Asphalt Binders

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 006::page 04024101-1
    Author:
    Beyza Furtana Yalcin
    ,
    Esma Bakir
    ,
    Erkut Yalcin
    ,
    Mehmet Yilmaz
    DOI: 10.1061/JMCEE7.MTENG-17524
    Publisher: ASCE
    Abstract: For the last 20 years, researchers have been looking for ways to modify asphalt binders to improve their rheological and thermophysical properties. The application of composite modifiers to enhance the rheological properties of asphalt binders offers a potential remedy for this significant issue. Because of this, this study looked at how composite modifiers affected the plain binder’s rheological characteristics. This study examined the rheological properties of unmodified and modified binders using a variety of formulations to blend modifiers including linear styrene-butadiene-styrene (SBS), radial SBS, Elvaloy, and polyphosphoric acid (PPA). The effect of PPA on the properties of polymer-added binders at low temperatures was investigated. Additionally, modifications using PPA aim to reduce the polymer content. Based on traditional performance classification (PG) and multiple stress creep recovery (MSCR) systems, original, rolling thin film oven–aged, and pressure aging vessel–aged binders were divided into three groups using a dynamic shear rheometer (DSR). The performance of binders at low temperatures was also assessed using the bending beam rheometer (BBR). All of the study’s additions were discovered to have enhanced the neat binder’s high-temperature capabilities. The elastic property of the neat binder was increased by the addition of Elvaloy and PPA. Results showed that, although the PPA modifier reduced the hardness of neat asphalt binder at low temperatures, other additives did not show significant effects on the hardness of the binder. The MSCR procedure was successfully utilized to grade all of the binders, but it appears that some binders and conditions do not fit the MSCR protocol’s “percent difference” criterion. According to the study’s findings, SBS can be replaced by 611 elastomer to enhance the performance of binders at high and moderate temperatures.
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      Composite Modifiers to Improve the Rheological Properties of Asphalt Binders

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4296537
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    contributor authorBeyza Furtana Yalcin
    contributor authorEsma Bakir
    contributor authorErkut Yalcin
    contributor authorMehmet Yilmaz
    date accessioned2024-04-27T22:23:11Z
    date available2024-04-27T22:23:11Z
    date issued2024/06/01
    identifier other10.1061-JMCEE7.MTENG-17524.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296537
    description abstractFor the last 20 years, researchers have been looking for ways to modify asphalt binders to improve their rheological and thermophysical properties. The application of composite modifiers to enhance the rheological properties of asphalt binders offers a potential remedy for this significant issue. Because of this, this study looked at how composite modifiers affected the plain binder’s rheological characteristics. This study examined the rheological properties of unmodified and modified binders using a variety of formulations to blend modifiers including linear styrene-butadiene-styrene (SBS), radial SBS, Elvaloy, and polyphosphoric acid (PPA). The effect of PPA on the properties of polymer-added binders at low temperatures was investigated. Additionally, modifications using PPA aim to reduce the polymer content. Based on traditional performance classification (PG) and multiple stress creep recovery (MSCR) systems, original, rolling thin film oven–aged, and pressure aging vessel–aged binders were divided into three groups using a dynamic shear rheometer (DSR). The performance of binders at low temperatures was also assessed using the bending beam rheometer (BBR). All of the study’s additions were discovered to have enhanced the neat binder’s high-temperature capabilities. The elastic property of the neat binder was increased by the addition of Elvaloy and PPA. Results showed that, although the PPA modifier reduced the hardness of neat asphalt binder at low temperatures, other additives did not show significant effects on the hardness of the binder. The MSCR procedure was successfully utilized to grade all of the binders, but it appears that some binders and conditions do not fit the MSCR protocol’s “percent difference” criterion. According to the study’s findings, SBS can be replaced by 611 elastomer to enhance the performance of binders at high and moderate temperatures.
    publisherASCE
    titleComposite Modifiers to Improve the Rheological Properties of Asphalt Binders
    typeJournal Article
    journal volume36
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-17524
    journal fristpage04024101-1
    journal lastpage04024101-16
    page16
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 006
    contenttypeFulltext
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