Mechanical Response Analysis of Existing Metro Stations Caused by Large-sectionRectangular Interchange Passage CloselyUnderpassing

WU Jun; ZHANG Jiabing; SUN Houqiang; DU Yu; TENG Lirong

doi:10.16037/j.1007-869x.20245730

Urban Mass Transit, Volume. 28, Issue 7, 30(2025)

Mechanical Response Analysis of Existing Metro Stations Caused by Large-sectionRectangular Interchange Passage CloselyUnderpassing

WU Jun^1,2,3, ZHANG Jiabing^4、*, SUN Houqiang^2,3, DU Yu^2,3, and TENG Lirong^2,3

Author Affiliations

¹China State Construction Engineering Co., Ltd, 100089, Beijing, China

²Infrastructure Construction Investment Co., Ltd., China Construction Third Engineering Bureau Co., Ltd., 430073, Wuhan, China

³China Construction Third Engineering Bureau Co., Ltd., 430064, Wuhan, China

⁴College of Civil Engineering and Architecture, Guangxi University, 530004, Nanning, China

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References(1)

[1] [1] LIU X, FANG Q, ZHANG D, et al. Behaviour of existing tunnel due to new tunnel construction below［J］. Computers and Geotechnics, 2019, 110: 71.

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WU Jun, ZHANG Jiabing, SUN Houqiang, DU Yu, TENG Lirong. Mechanical Response Analysis of Existing Metro Stations Caused by Large-sectionRectangular Interchange Passage CloselyUnderpassing[J]. Urban Mass Transit, 2025, 28(7): 30

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Paper Information

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Received: Sep. 28, 2024

Accepted: Aug. 21, 2025

Published Online: Aug. 21, 2025

The Author Email: ZHANG Jiabing (zhang.j.b@gxu.edu.cn)

DOI:10.16037/j.1007-869x.20245730

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