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Analysis on crack propagation of asphalt bridge deck pavement under water-force coupling action
更新时间：2025-05-26

    • Analysis on crack propagation of asphalt bridge deck pavement under water-force coupling action

    • “In the field of bridge engineering, experts have established a finite element model of asphalt concrete bridge deck pavement layer, revealing the influence of pore water pressure on existing crack propagation under load, providing new ideas for bridge disease prevention and control.”
    • Journal of Jilin University(Engineering and Technology Edition)   Vol. 54, Issue 7, Pages: 1988-1996(2024)
    • 作者机构：

      1.石家庄铁道大学 省部共建交通工程结构力学行为与系统安全国家重点实验室，石家庄 050043

      2.河北省交通安全与控制重点实验室，石家庄 050043

      3.石家庄铁道大学 交通运输学院，石家庄 050043

    • DOI：10.13229/j.cnki.jdxbgxb.20221191    

      CLC： U414

    • Received：14 September 2022，

      Published：01 July 2024

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  • CUI Ya-ning,SI Chun-di,FAN Tao-tao,et al.Analysis on crack propagation of asphalt bridge deck pavement under water-force coupling action[J].Journal of Jilin University(Engineering and Technology Edition),2024,54(07):1988-1996. DOI： 10.13229/j.cnki.jdxbgxb.20221191.

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