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    Combination Design and Performance Evaluation of Warm-Mix Flame-Retardant Asphalt Binder

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 006::page 04025139-1
    Author:
    Xiaolong Zou
    ,
    Cong Lu
    ,
    Hongyu Xie
    ,
    Hao Liu
    ,
    Hongjun Jing
    ,
    Haibin Li
    ,
    Jiange Li
    ,
    Zhigang Li
    DOI: 10.1061/JMCEE7.MTENG-19645
    Publisher: American Society of Civil Engineers
    Abstract: The application of warm-mix flame-retardant asphalt (WF-A) in narrow confined environments can help reduce the fire hazard of tunnel pavements. This study aims to determine the optimum combination scheme of a developed WF-A that has good flame retardancy and warm mixing performance. The influences of flame retardant (FR) and warm-mix (WM) agent on physical properties of styrene-butadiene-styrene (SBS)-modified asphalt binder were studied through penetration, softening point, and ductility tests. Then, the flame retardancy and smoke suppression were investigated through limiting oxygen index (LOI) tests, while the warm mixing effect of WM agent was evaluated through Brookfield viscosity testing. Finally, the optimal WF-A scheme was determined through the synergistic effect of FR and WM agent on the improvement of flame retardancy and smoke suppression of asphalt binder, and the degree of the adverse effects on the physical properties of asphalt binder. In addition, the warm mixing performance of the optimal WF-A scheme was tested. The selected optimum WF-A was obtained by the content ratio of SBS-modified asphalt binder, 20% aluminum hydroxide (ATH), and 0.6% surface-active WM agent (labeled as SWM). Compared with SBS-modified asphalt binder, the WF-A has better flame retardancy, smoke suppression, and warm mixing performance. It improves the LOI by 49% and reduces smoke density by 26.9%. The mixing and compaction temperatures of the WF-A mixture are reduced by 29°C and 32°C, respectively. This study provides a reference for future studies on the design of WF-A combination ratios.
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      Combination Design and Performance Evaluation of Warm-Mix Flame-Retardant Asphalt Binder

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4307705
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    • Journal of Materials in Civil Engineering

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    contributor authorXiaolong Zou
    contributor authorCong Lu
    contributor authorHongyu Xie
    contributor authorHao Liu
    contributor authorHongjun Jing
    contributor authorHaibin Li
    contributor authorJiange Li
    contributor authorZhigang Li
    date accessioned2025-08-17T22:57:56Z
    date available2025-08-17T22:57:56Z
    date copyright6/1/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-19645.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307705
    description abstractThe application of warm-mix flame-retardant asphalt (WF-A) in narrow confined environments can help reduce the fire hazard of tunnel pavements. This study aims to determine the optimum combination scheme of a developed WF-A that has good flame retardancy and warm mixing performance. The influences of flame retardant (FR) and warm-mix (WM) agent on physical properties of styrene-butadiene-styrene (SBS)-modified asphalt binder were studied through penetration, softening point, and ductility tests. Then, the flame retardancy and smoke suppression were investigated through limiting oxygen index (LOI) tests, while the warm mixing effect of WM agent was evaluated through Brookfield viscosity testing. Finally, the optimal WF-A scheme was determined through the synergistic effect of FR and WM agent on the improvement of flame retardancy and smoke suppression of asphalt binder, and the degree of the adverse effects on the physical properties of asphalt binder. In addition, the warm mixing performance of the optimal WF-A scheme was tested. The selected optimum WF-A was obtained by the content ratio of SBS-modified asphalt binder, 20% aluminum hydroxide (ATH), and 0.6% surface-active WM agent (labeled as SWM). Compared with SBS-modified asphalt binder, the WF-A has better flame retardancy, smoke suppression, and warm mixing performance. It improves the LOI by 49% and reduces smoke density by 26.9%. The mixing and compaction temperatures of the WF-A mixture are reduced by 29°C and 32°C, respectively. This study provides a reference for future studies on the design of WF-A combination ratios.
    publisherAmerican Society of Civil Engineers
    titleCombination Design and Performance Evaluation of Warm-Mix Flame-Retardant Asphalt Binder
    typeJournal Article
    journal volume37
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-19645
    journal fristpage04025139-1
    journal lastpage04025139-13
    page13
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 006
    contenttypeFulltext
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