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Prediction model of ground settlement caused by construction of double track parallel shield tunnels under arbitrary layout
Civil Engineering | 更新时间：2025-11-14

    • Prediction model of ground settlement caused by construction of double track parallel shield tunnels under arbitrary layout

    • “In the field of tunnel engineering, experts have established a prediction model for surface settlement caused by the arbitrary arrangement of double line parallel shield tunnels, providing reference for predicting and controlling surface settlement deformation in similar tunnel engineering construction.”
    • Journal of Civil and Environmental Engineering   Vol. 47, Issue 3, Pages: 113-125(2025)

    • DOI：10.11835/j.issn.2096-6717.2023.084    

      CLC： U455.43

    • Received：18 December 2022，

      Published：25 June 2025

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  • WANG Chao,ZOU Jinfeng.Prediction model of ground settlement caused by construction of double track parallel shield tunnels under arbitrary layout[J].Journal of Civil and Environmental Engineering,2025,47(03):113-125. DOI： 10.11835/j.issn.2096-6717.2023.084.

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Related Author

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Related Institution

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a. School of Mechanics and Civil Engineering; 1b. Jiangsu Key Laboratory of Environmental Disaster and Structural Reliability of Civil Engineering, China University of Mining and Technology, Xuzhou 221116, Jiangsu, P. R. China; 2. South Branch of China Construction Eighth Engineering Bureau Co., Ltd, Shenzhen 518035, Guangdong, P. R. China; 3. College of Civil Engineering, Southwest Jiaotong University, Chendu
中国矿业大学，江苏省土木工程环境灾变与结构可靠性重点实验室
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