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    Effect of Aggregate Properties on Long-Term Skid Resistance of Asphalt Mixture

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 001::page 04020413
    Author:
    Ping Li
    ,
    Keliang Yi
    ,
    Huanan Yu
    ,
    Jianping Xiong
    ,
    Rui Xu
    DOI: 10.1061/(ASCE)MT.1943-5533.0003539
    Publisher: ASCE
    Abstract: This research aimed to evaluate the impact of aggregate characteristics on the skid resistance of pavement. Firstly, the mineral composition, wear-resistance property, angularity, and texture of five types of aggregates were determined. Then, the accelerated-wear test for asphalt mixtures was carried out by self-developed accelerated-wear equipment in the laboratory. Then, the degree of influence of each parameter was evaluated through gray correlation degree and linear regression methods. It was found that the mineral composition of different aggregate types is obviously diverse, and the mineral composition has an impact on the wear-resistance property of aggregate. With the increase of wear cycles, the textural depth of the asphalt mixture decreased, but the British Pendulum Number (BPN) increased slightly in the initial stage of wear. Based on the results, it was suggested that to improve the skid resistance of asphalt mixtures, the abrasion resistance index and shape index of aggregate should be taken into consideration. In addition, improving the aggregate processing technology to improve the angularity index (GA) and sphericity (SP) and to reduce flattening rate (L/S) will have great practical significance for improving the skid resistance of asphalt pavement.
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      Effect of Aggregate Properties on Long-Term Skid Resistance of Asphalt Mixture

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4269441
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    contributor authorPing Li
    contributor authorKeliang Yi
    contributor authorHuanan Yu
    contributor authorJianping Xiong
    contributor authorRui Xu
    date accessioned2022-01-30T22:42:08Z
    date available2022-01-30T22:42:08Z
    date issued1/1/2021
    identifier other(ASCE)MT.1943-5533.0003539.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269441
    description abstractThis research aimed to evaluate the impact of aggregate characteristics on the skid resistance of pavement. Firstly, the mineral composition, wear-resistance property, angularity, and texture of five types of aggregates were determined. Then, the accelerated-wear test for asphalt mixtures was carried out by self-developed accelerated-wear equipment in the laboratory. Then, the degree of influence of each parameter was evaluated through gray correlation degree and linear regression methods. It was found that the mineral composition of different aggregate types is obviously diverse, and the mineral composition has an impact on the wear-resistance property of aggregate. With the increase of wear cycles, the textural depth of the asphalt mixture decreased, but the British Pendulum Number (BPN) increased slightly in the initial stage of wear. Based on the results, it was suggested that to improve the skid resistance of asphalt mixtures, the abrasion resistance index and shape index of aggregate should be taken into consideration. In addition, improving the aggregate processing technology to improve the angularity index (GA) and sphericity (SP) and to reduce flattening rate (L/S) will have great practical significance for improving the skid resistance of asphalt pavement.
    publisherASCE
    titleEffect of Aggregate Properties on Long-Term Skid Resistance of Asphalt Mixture
    typeJournal Paper
    journal volume33
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003539
    journal fristpage04020413
    journal lastpage04020413-7
    page7
    treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 001
    contenttypeFulltext
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