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    Synthesis and Characterization of Calcium Alginate Capsules Encapsulating Soybean Oil for In Situ Rejuvenation of Aged Asphalt 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 011:;page 04021310-1
    Author(s): Yan Li; Peiwen Hao; Mengya Zhang; Bowei Sun; Jingwen Liu; Ningbo Li
    Publisher: ASCE
    Abstract: Asphalt aging is a major cause of distresses in asphalt pavement, seriously decreasing the in-service performance and shortening the lifetime of pavement. Traditional asphalt rejuvenating methods usually consume a great ...
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    Rheological Properties and Mechanism of Asphalt Modified with Polypropylene and Graphene and Carbon Black Composites 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 012:;page 04022343
    Author(s): Jingwen Liu; Peiwen Hao; Bowei Sun; Yan Li; Yongdan Wang
    Publisher: ASCE
    Abstract: The application of polypropylene (PP) to asphalt pavement construction, as one of the measures to dispose white waste, has suffered from many challenges. Meanwhile, the emerging nanomaterials for asphalt pavements has ...
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    Strength Enhancement Mechanism of Slaked Lime on One-Part AAM Prepared from Sodium Carbonate–Activated Slag 

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 011:;page 04024343-1
    Author(s): Zhanghuang Zhu; Yingli Gao; Jingwen Liu; Yuelin Li; Zhengkang Li; Juncai Zhu
    Publisher: American Society of Civil Engineers
    Abstract: Slaked lime was used to synergize with sodium carbonate to activate the slag. Experimental studies were carried out to investigate the effect of the proportion of activator on its workability and mechanical properties. The ...
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    Experimental Study on Uplift Mechanisms of Pipes Buried in Sloping Medium Dense Sand 

    Source: Journal of Pipeline Systems Engineering and Practice:;2021:;Volume ( 012 ):;issue: 003:;page 04021027-1
    Author(s): Bo Huang; Jingwen Liu; Jiying Fan; Daosheng Ling
    Publisher: ASCE
    Abstract: Experiments are conducted to study the uplift behavior of buried pipes in medium dense sand with ground slopings of 0°, 10°, 20°, and varying burial depths. Test results show that the peak uplift resistance reduces with ...
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