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    Performance Characterization of Recycled-Asphalt Pavement with Stabilized Rubber–Modified Asphalt Using Balanced Mix Design Method

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 012
    Author:
    Weiguang Zhang
    ,
    Junyao Tang
    ,
    Zhen Dong
    ,
    Tao Ma
    ,
    Muhammad Arfan Akber
    ,
    Xiaoming Huang
    ,
    Junqing Zhu
    ,
    Yingcheng Luan
    DOI: 10.1061/(ASCE)MT.1943-5533.0003486
    Publisher: ASCE
    Abstract: The rejuvenator is typically utilized to partially recover the mechanical properties of reclaimed-asphalt pavement (RAP). Although the rejuvenator works effectively in softening the highly aged recycled asphalt and improving workability, the rutting and cracking performance of recycled materials cannot be well guaranteed. In this paper, the potential of generating an asphalt mixture incorporating RAP with both strong rutting resistance and improved cracking resistance is evaluated. Rubber, rejuvenator, and their combination are utilized, respectively, to modify recycled asphalt from field cores, and their basic rheological properties are evaluated. Both Marshall mix design and balanced mix design methods are conducted to design recycled-asphalt mixtures with proper material properties. The effects of RAP content and asphalt content on the performance of recycled-asphalt mixtures are also quantified. Results show that rubber modification can increase rutting resistance and low-temperature resistance of recycled-asphalt binder. Although the application usage of rejuvenator is able to soften the recycled-asphalt binder and decrease viscosity, whereas the inclusion of rubber particles can further increase the resistance to fatigue and rutting of recycled-asphalt binders. It is also found that both the rubber modification and rejuvenator can improve binder’s ability to resist low-temperature cracks. Additionally, the Marshall and balanced mix design methods indicate that increased RAP content always leads to increased rutting stability and decreased fatigue crack resistance, whereas moisture resistance and low-temperature resistance are not clearly affected. The addition of rejuvenator can also improve the low-temperature performance and fatigue resistance of recycled-asphalt mixtures and lessen the high-temperature performance, whereas it does not change its moisture resistance property.
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      Performance Characterization of Recycled-Asphalt Pavement with Stabilized Rubber–Modified Asphalt Using Balanced Mix Design Method

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4267416
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    contributor authorWeiguang Zhang
    contributor authorJunyao Tang
    contributor authorZhen Dong
    contributor authorTao Ma
    contributor authorMuhammad Arfan Akber
    contributor authorXiaoming Huang
    contributor authorJunqing Zhu
    contributor authorYingcheng Luan
    date accessioned2022-01-30T20:57:42Z
    date available2022-01-30T20:57:42Z
    date issued12/1/2020 12:00:00 AM
    identifier other%28ASCE%29MT.1943-5533.0003486.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267416
    description abstractThe rejuvenator is typically utilized to partially recover the mechanical properties of reclaimed-asphalt pavement (RAP). Although the rejuvenator works effectively in softening the highly aged recycled asphalt and improving workability, the rutting and cracking performance of recycled materials cannot be well guaranteed. In this paper, the potential of generating an asphalt mixture incorporating RAP with both strong rutting resistance and improved cracking resistance is evaluated. Rubber, rejuvenator, and their combination are utilized, respectively, to modify recycled asphalt from field cores, and their basic rheological properties are evaluated. Both Marshall mix design and balanced mix design methods are conducted to design recycled-asphalt mixtures with proper material properties. The effects of RAP content and asphalt content on the performance of recycled-asphalt mixtures are also quantified. Results show that rubber modification can increase rutting resistance and low-temperature resistance of recycled-asphalt binder. Although the application usage of rejuvenator is able to soften the recycled-asphalt binder and decrease viscosity, whereas the inclusion of rubber particles can further increase the resistance to fatigue and rutting of recycled-asphalt binders. It is also found that both the rubber modification and rejuvenator can improve binder’s ability to resist low-temperature cracks. Additionally, the Marshall and balanced mix design methods indicate that increased RAP content always leads to increased rutting stability and decreased fatigue crack resistance, whereas moisture resistance and low-temperature resistance are not clearly affected. The addition of rejuvenator can also improve the low-temperature performance and fatigue resistance of recycled-asphalt mixtures and lessen the high-temperature performance, whereas it does not change its moisture resistance property.
    publisherASCE
    titlePerformance Characterization of Recycled-Asphalt Pavement with Stabilized Rubber–Modified Asphalt Using Balanced Mix Design Method
    typeJournal Paper
    journal volume32
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003486
    page10
    treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 012
    contenttypeFulltext
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