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Probabilistic seismic response analysis of tunnel linings considering coupled rock mass property and earthquake excitation uncertainties

Xiancheng Mei Jiajun Wu Baiyi Li Zhen Cui Chong Yu Qian Sheng Jian Chen

地下空间(英文)2026,Vol.26Issue(1):175-196,22.
地下空间(英文)2026,Vol.26Issue(1):175-196,22.DOI:10.1016/j.undsp.2025.08.001

Probabilistic seismic response analysis of tunnel linings considering coupled rock mass property and earthquake excitation uncertainties

Probabilistic seismic response analysis of tunnel linings considering coupled rock mass property and earthquake excitation uncertainties

Xiancheng Mei 1Jiajun Wu 2Baiyi Li 3Zhen Cui 2Chong Yu 2Qian Sheng 2Jian Chen2

作者信息

  • 1. State Key Laboratory of Geomechanics and Geotechnical Engineering Safety,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China||State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering,Xuzhou 221116,China||University of Chinese Academy of Sciences,Beijing 100049,China
  • 2. State Key Laboratory of Geomechanics and Geotechnical Engineering Safety,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China||University of Chinese Academy of Sciences,Beijing 100049,China
  • 3. State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering,Xuzhou 221116,China
  • 折叠

摘要

关键词

Tunnel lining structure/Spatial variability/Random earthquake excitation/Random field/Clough-Penzien power spectrum/Random dynamic response

Key words

Tunnel lining structure/Spatial variability/Random earthquake excitation/Random field/Clough-Penzien power spectrum/Random dynamic response

引用本文复制引用

Xiancheng Mei,Jiajun Wu,Baiyi Li,Zhen Cui,Chong Yu,Qian Sheng,Jian Chen..Probabilistic seismic response analysis of tunnel linings considering coupled rock mass property and earthquake excitation uncertainties[J].地下空间(英文),2026,26(1):175-196,22.

基金项目

The work is supported by the National Key R&D Programs for Young Scientists(2023YFB2390400),the National Natural Science Foundation of China(Grant Nos.U21A20159,52079133,and 12441510),the Hubei Provincial Natural Science Foundation of China(2024AFB041),State Key Laboratory of Intelligent Con-struction and Healthy Operation and Maintenance of Deep Underground Engineering(SDGZK2412),and Seed Fund for Basic Research and Original Innovation of Young Talents of State Key Laboratory of Geomechanics and Geotechnical Engineering Safety(SKLGGES-ZZJJ2503).The authors want to thank all the members who gave us lots of help and cooperation. (2023YFB2390400)

地下空间(英文)

2096-2754

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