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A numerical and intelligent driven method for the drainage arrangement around a deep-buried tunnel in fractured rocks

Guowei Ma Jingqi Jia Wei Dong Yun Chen

岩石力学通报(英文)2025,Vol.4Issue(4):85-96,12.
岩石力学通报(英文)2025,Vol.4Issue(4):85-96,12.DOI:10.1016/j.rockmb.2025.100218

A numerical and intelligent driven method for the drainage arrangement around a deep-buried tunnel in fractured rocks

A numerical and intelligent driven method for the drainage arrangement around a deep-buried tunnel in fractured rocks

Guowei Ma 1Jingqi Jia 2Wei Dong 1Yun Chen1

作者信息

  • 1. School of Civil and Transportation Engineering,Hebei University of Technology,5340 Xiping Road,Beichen District,Tianjin,300401,China
  • 2. Faculty of Urban Construction,Beijing University of Technology,Beijing,100124,China
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摘要

关键词

Drainage holes/Tunnel lining/Non-Darcy hydro-mechanical coupling/Fractured rock

Key words

Drainage holes/Tunnel lining/Non-Darcy hydro-mechanical coupling/Fractured rock

引用本文复制引用

Guowei Ma,Jingqi Jia,Wei Dong,Yun Chen..A numerical and intelligent driven method for the drainage arrangement around a deep-buried tunnel in fractured rocks[J].岩石力学通报(英文),2025,4(4):85-96,12.

基金项目

This research is supported by the National Natural Science Founda-tion of China(Grant Nos.U23A6018),and the Hebei Province Science and Technology Support Program(Nos.2022HBQZYCXY004,242Q9920Z)are gratefully acknowledged.The support from the project of"Key technologies of seepage control system for large-scale hydraulic projects"was also gratefully appreciated. (Grant Nos.U23A6018)

岩石力学通报(英文)

2773-2304

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