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    Investigation of the Rheological Modification Mechanism of Warm-Mix Additives on Crumb-Rubber-Modified Asphalt

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 002
    Author:
    Xin Yu
    ,
    Zhen Leng
    ,
    Tangzhong Wei
    DOI: 10.1061/(ASCE)MT.1943-5533.0000808
    Publisher: American Society of Civil Engineers
    Abstract: Studies in recent years have proved that warm-mix asphalt (WMA) additives can effectively improve the rheological properties of crumb-rubber-modified asphalt (CRMA) without significantly affecting its engineering properties. However, limited research has been done to investigate the rheological modification mechanism of WMA additives on CRMA. In this study, CRMA was prepared by mixing PG64-22 asphalt with 18% crumb rubber by weight of asphalt. Evotherm-DAT, a typical WMA additive, was added to CRMA at four percentages: 0, 8, 10, and 12%. Various conventional rheological tests were performed to evaluate the performances of the CRMA with and without Evotherm-DAT additives at different temperatures. In addition, a series of unconventional tests; including environmental scanning electron microscopy (ESEM), chemical composition, differential scanning calorimetry (DSC), Fourier transform infrared spectroscopy (FTIR), and nuclear magnetic resonance (NMR) spectroscopy; were conducted to investigate the interaction mechanism of Evotherm-DAT and CRMA from the viewpoints of thermal effects, microscopic morphology, chemical composition, and molecular structure. This study concluded that there is no complex chemical reaction between Evotherm-DAT and CRMA. However, Evotherm-DAT affects the state of aggregation of the crumb rubber and the intermolecular forces of CRMA, which in turn changes the rheological properties of CRMA.
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      Investigation of the Rheological Modification Mechanism of Warm-Mix Additives on Crumb-Rubber-Modified Asphalt

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    http://yetl.yabesh.ir/yetl1/handle/yetl/67210
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    contributor authorXin Yu
    contributor authorZhen Leng
    contributor authorTangzhong Wei
    date accessioned2017-05-08T21:56:33Z
    date available2017-05-08T21:56:33Z
    date copyrightFebruary 2014
    date issued2014
    identifier other%28asce%29mt%2E1943-5533%2E0000851.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67210
    description abstractStudies in recent years have proved that warm-mix asphalt (WMA) additives can effectively improve the rheological properties of crumb-rubber-modified asphalt (CRMA) without significantly affecting its engineering properties. However, limited research has been done to investigate the rheological modification mechanism of WMA additives on CRMA. In this study, CRMA was prepared by mixing PG64-22 asphalt with 18% crumb rubber by weight of asphalt. Evotherm-DAT, a typical WMA additive, was added to CRMA at four percentages: 0, 8, 10, and 12%. Various conventional rheological tests were performed to evaluate the performances of the CRMA with and without Evotherm-DAT additives at different temperatures. In addition, a series of unconventional tests; including environmental scanning electron microscopy (ESEM), chemical composition, differential scanning calorimetry (DSC), Fourier transform infrared spectroscopy (FTIR), and nuclear magnetic resonance (NMR) spectroscopy; were conducted to investigate the interaction mechanism of Evotherm-DAT and CRMA from the viewpoints of thermal effects, microscopic morphology, chemical composition, and molecular structure. This study concluded that there is no complex chemical reaction between Evotherm-DAT and CRMA. However, Evotherm-DAT affects the state of aggregation of the crumb rubber and the intermolecular forces of CRMA, which in turn changes the rheological properties of CRMA.
    publisherAmerican Society of Civil Engineers
    titleInvestigation of the Rheological Modification Mechanism of Warm-Mix Additives on Crumb-Rubber-Modified Asphalt
    typeJournal Paper
    journal volume26
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000808
    treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 002
    contenttypeFulltext
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