Mechanical responses of underground carriageway structures due to construction of metro tunnels beneath the existing structure: A case study

Xin Han , Fei Ye , Xingbo Han , Chao Ren , Jing Song , Ruliang Zhao

Deep Underground Science and Engineering ›› 2024, Vol. 3 ›› Issue (2) : 231 -246.

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Deep Underground Science and Engineering ›› 2024, Vol. 3 ›› Issue (2) :231 -246. DOI: 10.1002/dug2.12057
RESEARCH ARTICLE

Mechanical responses of underground carriageway structures due to construction of metro tunnels beneath the existing structure: A case study

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Abstract

• A simulation of the construction process of a shield tunnel and a shallow tunnel traversing beneath an existing underground carriageway is carried out.

• The torsional deformation features of the existing structure are studied.

• The mechanism and influence pattern of the “shield effect” of the existing structure on stratum subsidence are examined.

Keywords

metro tunnel / numerical simulation / structural deformation / surface subsidence / underground carriageway structure

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Xin Han, Fei Ye, Xingbo Han, Chao Ren, Jing Song, Ruliang Zhao. Mechanical responses of underground carriageway structures due to construction of metro tunnels beneath the existing structure: A case study. Deep Underground Science and Engineering, 2024, 3(2): 231-246 DOI:10.1002/dug2.12057

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2023 The Authors. Deep Underground Science and Engineering published by John Wiley & Sons Australia, Ltd on behalf of China University of Mining and Technology.

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