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    Evaluation of Reclaimed Asphalt Pavement Binder Rejuvenating Behavior during Hot In-Place Recycling

    Source: Journal of Transportation Engineering, Part B: Pavements:;2022:;Volume ( 148 ):;issue: 004::page 04022055
    Author:
    Jianwei Fan
    ,
    Tao Ma
    ,
    Guangji Xu
    ,
    Yajing Zhu
    ,
    Chengjia Han
    ,
    Yiming Zhang
    DOI: 10.1061/JPEODX.0000410
    Publisher: ASCE
    Abstract: In this paper, a micro-macro evaluation method of rejuvenator diffusion extent into aged asphalt in hot in-place recycling was put forward considering the cooling process of the recycled layer after paving. The material parameters were back-calculated by the backward regression method, and the temperature field of the recycled layer after paving was obtained by finite-element simulation and verified by the onsite measured data. The time-domain inverse method of the temperature field was proposed to exert the cooling process in a laboratory diffusion experiment of the rejuvenator. The macroviscosity index and micro-fourier transform infrared reflection-attenuated total reflection (FTIR-ATR) spectrum of aged asphalt before and after rejuvenator diffusion were compared, and the rejuvenator diffusion extents on the surface and inside the recycled asphalt layer in hot in-place recycling were studied. It was shown that the thermophysical parameters of recycling and original asphalt mixtures have an obvious influence on the cooling process of the recycled layer, which influence the rejuvenator diffusion process. Considering the actual temperature field of the hot in-place recycled layer is necessary, and the rejuvenator diffusion extent obtained from macro-micro methods showed high consistency. The unevenness of rejuvenator diffusion on the surface and inner recycled layer can be caused by their different cooling processes after paving, and it needs a long period to be eliminated in the environment temperature, which could bring nonuniformity to the properties of recycled mixtures. Increasing the mixing time of recycled mixtures appropriately and changing the thermophysical parameters of recycled mixtures to extend the cooling process are the keys to promote the diffusion of rejuvenator into aged asphalt.
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      Evaluation of Reclaimed Asphalt Pavement Binder Rejuvenating Behavior during Hot In-Place Recycling

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4287949
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    contributor authorJianwei Fan
    contributor authorTao Ma
    contributor authorGuangji Xu
    contributor authorYajing Zhu
    contributor authorChengjia Han
    contributor authorYiming Zhang
    date accessioned2022-12-27T20:45:51Z
    date available2022-12-27T20:45:51Z
    date issued2022/12/01
    identifier otherJPEODX.0000410.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287949
    description abstractIn this paper, a micro-macro evaluation method of rejuvenator diffusion extent into aged asphalt in hot in-place recycling was put forward considering the cooling process of the recycled layer after paving. The material parameters were back-calculated by the backward regression method, and the temperature field of the recycled layer after paving was obtained by finite-element simulation and verified by the onsite measured data. The time-domain inverse method of the temperature field was proposed to exert the cooling process in a laboratory diffusion experiment of the rejuvenator. The macroviscosity index and micro-fourier transform infrared reflection-attenuated total reflection (FTIR-ATR) spectrum of aged asphalt before and after rejuvenator diffusion were compared, and the rejuvenator diffusion extents on the surface and inside the recycled asphalt layer in hot in-place recycling were studied. It was shown that the thermophysical parameters of recycling and original asphalt mixtures have an obvious influence on the cooling process of the recycled layer, which influence the rejuvenator diffusion process. Considering the actual temperature field of the hot in-place recycled layer is necessary, and the rejuvenator diffusion extent obtained from macro-micro methods showed high consistency. The unevenness of rejuvenator diffusion on the surface and inner recycled layer can be caused by their different cooling processes after paving, and it needs a long period to be eliminated in the environment temperature, which could bring nonuniformity to the properties of recycled mixtures. Increasing the mixing time of recycled mixtures appropriately and changing the thermophysical parameters of recycled mixtures to extend the cooling process are the keys to promote the diffusion of rejuvenator into aged asphalt.
    publisherASCE
    titleEvaluation of Reclaimed Asphalt Pavement Binder Rejuvenating Behavior during Hot In-Place Recycling
    typeJournal Article
    journal volume148
    journal issue4
    journal titleJournal of Transportation Engineering, Part B: Pavements
    identifier doi10.1061/JPEODX.0000410
    journal fristpage04022055
    journal lastpage04022055_11
    page11
    treeJournal of Transportation Engineering, Part B: Pavements:;2022:;Volume ( 148 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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