Probabilistic seismic response analysis of tunnel linings considering coupled rock mass property and earthquake excitation uncertaintiesOA
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
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,ChinaState 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,ChinaState Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering,Xuzhou 221116,ChinaState 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,ChinaState 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,ChinaState 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,ChinaState 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
Tunnel lining structureSpatial variabilityRandom earthquake excitationRandom fieldClough-Penzien power spectrumRandom dynamic response
Tunnel lining structureSpatial variabilityRandom earthquake excitationRandom fieldClough-Penzien power spectrumRandom dynamic response
《地下空间（英文）》 2026 (1)
175-196,22
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.
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