YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Materials in Civil Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Materials in Civil Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Correlation Analysis of Chemical Components and Rheological Properties of Asphalt After Aging and Rejuvenation

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 011::page 04022303
    Author:
    Guopeng Fan
    ,
    Naitian Zhang
    ,
    Songtao Lv
    ,
    Milkos Borges Cabrera
    ,
    Jiang Yuan
    ,
    Xianpeng Fan
    ,
    Honglin Liu
    DOI: 10.1061/(ASCE)MT.1943-5533.0004467
    Publisher: ASCE
    Abstract: To study the correlation between the chemical composition and rheological properties of neat asphalt after aging and rejuvenation, the neat asphalt with different aging time was prepared, and its rheological properties were tested by dynamic shear rheology (DSR) and bending beam rheology (BBR). The functional groups were tested by the Fourier transform infrared (FTIR). Based on the gray entropy correlation analysis (GECA), the correlation of test parameters was analyzed linearly. The results show that with the aging of asphalt, the complex modulus (G*), phase angle (δ), and creep rate (m) decrease, while the creep stiffness (S), carbonyl index (CI), and sulfoxide index (SI) increase. After the addition of regenerating agent, the rheological performance indexes and the content changes of characteristic functional groups of recycled asphalt are opposite to those of aging asphalt. The gray entropy correlation degrees among the SI/CI, δ, and G*, and among the rutting factor (G*/sinδ), creep stiffness S (−12°C, −18°C, and −24°C) and creep rate m (−12°C, −18°C, and −24°C) are more than 0.96; the rheological parameters δ, G*, G*/sinδ, and S (−18°C and −24°C) of asphalt have a unary linear relationship with the SI/CI, and its rheological parameters δ, G*, G*/sinδ, S (−18°C and −24°C), and m (−24°C) have a binary linear relationship with the composite index (AI) (SI+CI). These findings are of great significance to understanding the evolution law of rheological properties of neat asphalt after aging and rejuvenation.
    • Download: (4.674Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Correlation Analysis of Chemical Components and Rheological Properties of Asphalt After Aging and Rejuvenation

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4287827
    Collections
    • Journal of Materials in Civil Engineering

    Show full item record

    contributor authorGuopeng Fan
    contributor authorNaitian Zhang
    contributor authorSongtao Lv
    contributor authorMilkos Borges Cabrera
    contributor authorJiang Yuan
    contributor authorXianpeng Fan
    contributor authorHonglin Liu
    date accessioned2022-12-27T20:41:52Z
    date available2022-12-27T20:41:52Z
    date issued2022/11/01
    identifier other(ASCE)MT.1943-5533.0004467.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287827
    description abstractTo study the correlation between the chemical composition and rheological properties of neat asphalt after aging and rejuvenation, the neat asphalt with different aging time was prepared, and its rheological properties were tested by dynamic shear rheology (DSR) and bending beam rheology (BBR). The functional groups were tested by the Fourier transform infrared (FTIR). Based on the gray entropy correlation analysis (GECA), the correlation of test parameters was analyzed linearly. The results show that with the aging of asphalt, the complex modulus (G*), phase angle (δ), and creep rate (m) decrease, while the creep stiffness (S), carbonyl index (CI), and sulfoxide index (SI) increase. After the addition of regenerating agent, the rheological performance indexes and the content changes of characteristic functional groups of recycled asphalt are opposite to those of aging asphalt. The gray entropy correlation degrees among the SI/CI, δ, and G*, and among the rutting factor (G*/sinδ), creep stiffness S (−12°C, −18°C, and −24°C) and creep rate m (−12°C, −18°C, and −24°C) are more than 0.96; the rheological parameters δ, G*, G*/sinδ, and S (−18°C and −24°C) of asphalt have a unary linear relationship with the SI/CI, and its rheological parameters δ, G*, G*/sinδ, S (−18°C and −24°C), and m (−24°C) have a binary linear relationship with the composite index (AI) (SI+CI). These findings are of great significance to understanding the evolution law of rheological properties of neat asphalt after aging and rejuvenation.
    publisherASCE
    titleCorrelation Analysis of Chemical Components and Rheological Properties of Asphalt After Aging and Rejuvenation
    typeJournal Article
    journal volume34
    journal issue11
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004467
    journal fristpage04022303
    journal lastpage04022303_15
    page15
    treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 011
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian