With the continuous development of urbanization and subway tunnel engineering, more and more overlying projects are constructed near the existing subway tunnels. Therefore, the grouting reinforcement of the subway tunnel soil layer has become more and more important, and the grouting effect has also received more attention. Based on the tunnel project of Zhengzhou East-Boxue Road Station in Zhengzhou City, this paper uses the numerical simulation method to compare and analyze the influence of grouting aperture, grouting pressure on the grouting effect of subway tunnel. The results show that with the expansion of grouting aperture, the grouting effect is continuously enhanced, but after reaching a certain degree, it will slowly increase; with the increase of grouting pressure, the grouting effect in the early stage increases with the increase of pressure, and will remain a certain value in the later stage.


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    Title :

    Simulation Study on Grouting Effect of Zhengzhou Subway Tunnel


    Additional title:

    Advances in Engineering res


    Contributors:
    Chen, Gongfa (editor) / Guo, Baohua (editor) / Chen, Yan (editor) / Guo, Jingwei (editor) / Wang, Jihua (author) / Li, Erkang (author) / Li, Jiayao (author) / Wang, Zhiwei (author)

    Conference:

    International Conference on Rail Transit and Transportation ; 2024 ; Jiaozuo, China October 10, 2024 - October 12, 2024



    Publication date :

    2024-12-15


    Size :

    7 pages





    Type of media :

    Article/Chapter (Book)


    Type of material :

    Electronic Resource


    Language :

    English





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