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Volume 45 Issue S2
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GU Xiaowei, YI Zihao, WANG Zhe, CHANG Kuan. Influences of excavation of deep foundation pits on deformation of adjacent double-line subway tunnels through measurement analysis[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S2): 214-219. DOI: 10.11779/CJGE2023S20030
Citation: GU Xiaowei, YI Zihao, WANG Zhe, CHANG Kuan. Influences of excavation of deep foundation pits on deformation of adjacent double-line subway tunnels through measurement analysis[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S2): 214-219. DOI: 10.11779/CJGE2023S20030
shu

Influences of excavation of deep foundation pits on deformation of adjacent double-line subway tunnels through measurement analysis

  • 1.

    Hangzhou MTR, Hangzhou 310017, China

  • 2.

    Institute of Geotechnical Engineering, Zhejiang University of Technology, Hangzhou 310023, China

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  • Received Date: November 29, 2023
  • Available Online: April 19, 2024
    Abstract

  • The excavation and unloading of foundation pits will lead to the deformations of the surrounding soil and the adjacent subway tunnels. The excessive deformation will seriously endanger the safe operation of subway tunnels. In order to study the influences of excavation of deep foundation pits on the deformation of the adjacent double-line subway tunnels, based on the foundation pit project adjacent to an operating tunnel in Hangzhou, combined with the monitoring data of the construction site, the deformations of the foundation pit and the tunnel during the whole process of excavation of foundation pit are measured and analyzed, and the relationship between the deformation of the foundation pit and the deformation data of the adjacent subway tunnel is explored.

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    1. 胡殿俊, 刘瑾, 马晓凡, 汪静怡, 吴雨晗. 干湿循环下加筋黏土防渗层抗裂特性研究. 建筑材料学报.

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    Corresponding author: CHANG Kuan, 1112106007@zjut.edu.cn
    • 2.

      Institute of Geotechnical Engineering, Zhejiang University of Technology, Hangzhou 310023, China

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