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Evolution of mechanical properties of shield tunnels induced by water-soil gushing

Xiao-Chuang Xie Dong-Mei Zhang Ming-Liang Zhou

地下空间（英文）2026，Vol.26Issue(1)：82-105,24.

地下空间（英文）2026，Vol.26Issue(1)：82-105,24.DOI:10.1016/j.undsp.2024.12.008

Evolution of mechanical properties of shield tunnels induced by water-soil gushing

Xiao-Chuang Xie ¹Dong-Mei Zhang ²Ming-Liang Zhou¹

作者信息

1. Department of Geotechnical Engineering,College of Civil Engineering,Tongji University,Shanghai 200092,ChinaChina
2. Department of Geotechnical Engineering,College of Civil Engineering,Tongji University,Shanghai 200092,ChinaChina||State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China
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摘要

关键词

Water-soil gushing/Shield tunnel/Mechanical response/Joint deformation

Key words

Water-soil gushing/Shield tunnel/Mechanical response/Joint deformation

引用本文复制引用

Xiao-Chuang Xie,Dong-Mei Zhang,Ming-Liang Zhou..Evolution of mechanical properties of shield tunnels induced by water-soil gushing[J].地下空间（英文）,2026,26(1):82-105,24.

基金项目

This work was financially supported by the Key Research and Development Program of China(Grant No.2023YFC3009302),National Natural Science Founda-tion of China(Grant Nos.52238010,52408436,52090082,and 52108381),Shanghai Pujiang Programme(23PJD104),Innovation Program of Shanghai Municipal Education Commission(Grant No.2019-01-07-00-07-456 E00051),and Shanghai Science and Technology Committee Pro-gram(Grant Nos.22XD1430200,21DZ1200601,and 20DZ1201404). （Grant No.2023YFC3009302）

地下空间（英文）

ISSN：2096-2754

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