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    Rheological and Spectroscopic Properties of Ethylene Vinyl Acetate–Modified Rubberized Asphalt

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 006
    Author:
    Jinghao Chen
    ,
    Kezhen Yan
    ,
    Lingyun You
    DOI: 10.1061/(ASCE)MT.1943-5533.0003187
    Publisher: ASCE
    Abstract: The effect of ethylene vinyl acetate (EVA) on the aging properties and rheological properties of rubberized asphalt was measured in this paper to identify the optimum proportion of EVA combined with waste tire rubber (WTR) modified asphalt. Aging methods of thin-film oven test (TFOT) and pressure aging vessel test (PAV) were conducted to imitate the different degrees of the aging process. At first, frequency sweep at different temperatures was carried out to construct the construction of G* master curves, following the time-temperature superposition principle, to evaluate the aging sensitivity. The black diagram was depicted to compare the rheological behavior of different asphalt binders. The calculation of the WLF equation based on the shift factor of master curves was conducted to calculate the values and aging index of 15°C DSRFn to assess the resistance to fatigue cracking at the intermediate temperature. Then, zero shear viscosity (ZSV) and rutting factor (G*/sinδ) at 60°C were also used to calculate the aging index, because these both are measurements of resistance to rutting deformation at high temperature. Finally, the microstructure of unaged and aged asphalt binder was studied by Fourier transform infrared spectroscopy (FTIR). The relationship between rheological and chemical indexes was studied. The results show that 15%WTR+4%EVA has the best antiaging performance, and EVA can reduce the aging sensitivity of different parameters, especially in the high-temperature area.
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      Rheological and Spectroscopic Properties of Ethylene Vinyl Acetate–Modified Rubberized Asphalt

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4266305
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    contributor authorJinghao Chen
    contributor authorKezhen Yan
    contributor authorLingyun You
    date accessioned2022-01-30T19:58:29Z
    date available2022-01-30T19:58:29Z
    date issued2020
    identifier other%28ASCE%29MT.1943-5533.0003187.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266305
    description abstractThe effect of ethylene vinyl acetate (EVA) on the aging properties and rheological properties of rubberized asphalt was measured in this paper to identify the optimum proportion of EVA combined with waste tire rubber (WTR) modified asphalt. Aging methods of thin-film oven test (TFOT) and pressure aging vessel test (PAV) were conducted to imitate the different degrees of the aging process. At first, frequency sweep at different temperatures was carried out to construct the construction of G* master curves, following the time-temperature superposition principle, to evaluate the aging sensitivity. The black diagram was depicted to compare the rheological behavior of different asphalt binders. The calculation of the WLF equation based on the shift factor of master curves was conducted to calculate the values and aging index of 15°C DSRFn to assess the resistance to fatigue cracking at the intermediate temperature. Then, zero shear viscosity (ZSV) and rutting factor (G*/sinδ) at 60°C were also used to calculate the aging index, because these both are measurements of resistance to rutting deformation at high temperature. Finally, the microstructure of unaged and aged asphalt binder was studied by Fourier transform infrared spectroscopy (FTIR). The relationship between rheological and chemical indexes was studied. The results show that 15%WTR+4%EVA has the best antiaging performance, and EVA can reduce the aging sensitivity of different parameters, especially in the high-temperature area.
    publisherASCE
    titleRheological and Spectroscopic Properties of Ethylene Vinyl Acetate–Modified Rubberized Asphalt
    typeJournal Paper
    journal volume32
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003187
    page04020142
    treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 006
    contenttypeFulltext
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