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    Effect of Carbon Nanomaterials on the Rheological Characteristics of Crumb Rubber–Modified Asphalt

    Source: Journal of Transportation Engineering, Part B: Pavements:;2025:;Volume ( 151 ):;issue: 001::page 04024060-1
    Author:
    Yumei Liu
    ,
    Mulian Zheng
    ,
    Xia Liu
    ,
    Meishu Cao
    ,
    Lili Han
    ,
    Chunfa Liu
    DOI: 10.1061/JPEODX.PVENG-1119
    Publisher: American Society of Civil Engineers
    Abstract: This research aims at studying the effect of graphite nanoplatelets (GNPs) and carbon nanotubes (CNTs) on the rheological characteristics of crumb rubber (CR)–modified asphalt. For this purpose, the apparent viscosity, temperature sweep, frequency sweep, multiple stress creep and recovery, and beam bending rheological tests were employed. To characterize the low-temperature rheological characteristics of the asphalts, the Zener model was utilized to fit the characterizations. The test results indicated that added CNTs or GNPs increased the apparent viscosity of CR-modified asphalt. Also, the viscosity-temperature index (VTS) values of CR/CNTs composite-modified asphalt and CR/GNPs composite-modified asphalt decreased by 25% and 19% compared with that of CR-modified asphalt, which demonstrated that the two nanomaterials improved the temperature sensibility of the asphalt. Adding the two carbon nanomaterials was helpful for enhancing the permanent deformation resistance and creep-recovery characteristics of CR-modified asphalt at high temperatures. In addition, the CNTs/CR composite-modified asphalt had a better effect on the rheological properties at high temperatures. Lastly, the S and m values of CR/CNTs composite-modified asphalt and CR-modified asphalt met the requirements at −18°C. Besides, the m value of CR-modified asphalt was higher than that of the two composite-modified asphalts at all three test temperatures.
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      Effect of Carbon Nanomaterials on the Rheological Characteristics of Crumb Rubber–Modified Asphalt

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4304394
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    contributor authorYumei Liu
    contributor authorMulian Zheng
    contributor authorXia Liu
    contributor authorMeishu Cao
    contributor authorLili Han
    contributor authorChunfa Liu
    date accessioned2025-04-20T10:17:13Z
    date available2025-04-20T10:17:13Z
    date copyright12/10/2024 12:00:00 AM
    date issued2025
    identifier otherJPEODX.PVENG-1119.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304394
    description abstractThis research aims at studying the effect of graphite nanoplatelets (GNPs) and carbon nanotubes (CNTs) on the rheological characteristics of crumb rubber (CR)–modified asphalt. For this purpose, the apparent viscosity, temperature sweep, frequency sweep, multiple stress creep and recovery, and beam bending rheological tests were employed. To characterize the low-temperature rheological characteristics of the asphalts, the Zener model was utilized to fit the characterizations. The test results indicated that added CNTs or GNPs increased the apparent viscosity of CR-modified asphalt. Also, the viscosity-temperature index (VTS) values of CR/CNTs composite-modified asphalt and CR/GNPs composite-modified asphalt decreased by 25% and 19% compared with that of CR-modified asphalt, which demonstrated that the two nanomaterials improved the temperature sensibility of the asphalt. Adding the two carbon nanomaterials was helpful for enhancing the permanent deformation resistance and creep-recovery characteristics of CR-modified asphalt at high temperatures. In addition, the CNTs/CR composite-modified asphalt had a better effect on the rheological properties at high temperatures. Lastly, the S and m values of CR/CNTs composite-modified asphalt and CR-modified asphalt met the requirements at −18°C. Besides, the m value of CR-modified asphalt was higher than that of the two composite-modified asphalts at all three test temperatures.
    publisherAmerican Society of Civil Engineers
    titleEffect of Carbon Nanomaterials on the Rheological Characteristics of Crumb Rubber–Modified Asphalt
    typeJournal Article
    journal volume151
    journal issue1
    journal titleJournal of Transportation Engineering, Part B: Pavements
    identifier doi10.1061/JPEODX.PVENG-1119
    journal fristpage04024060-1
    journal lastpage04024060-10
    page10
    treeJournal of Transportation Engineering, Part B: Pavements:;2025:;Volume ( 151 ):;issue: 001
    contenttypeFulltext
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