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Seismic performance study of immersed tunnel with longitudinal limit device of flexible joint

Yadong Li Junjie Lai Yong Yang Jinwen Zhou Yi Shan Jie Cui

地下空间（英文）2025，Vol.20Issue(2)：17-32,16.

地下空间（英文）2025，Vol.20Issue(2)：17-32,16.DOI:10.1016/j.undsp.2024.04.007

Seismic performance study of immersed tunnel with longitudinal limit device of flexible joint

Yadong Li ¹Junjie Lai ²Yong Yang ³Jinwen Zhou ²Yi Shan ¹Jie Cui¹

作者信息

1. College of Civil Engineering,Guangzhou University,Guangzhou 510006,China||Guangdong Province Coastal Soft Soil Area Underground Structural Safety Protection Engineering Technology Research Center,Guangzhou 510006,China
2. College of Civil Engineering,Guangzhou University,Guangzhou 510006,China
3. Guangzhou Municipal Engineering Design & Research Institute Co.,Ltd.,Guangzhou 510060,China
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摘要

关键词

Immersed tunnel/Flexible joint/Force analysis model/Seismic response

Key words

Immersed tunnel/Flexible joint/Force analysis model/Seismic response

引用本文复制引用

Yadong Li,Junjie Lai,Yong Yang,Jinwen Zhou,Yi Shan,Jie Cui..Seismic performance study of immersed tunnel with longitudinal limit device of flexible joint[J].地下空间（英文）,2025,20(2):17-32,16.

基金项目

The authors greatly acknowledge the financial support from the National Key R&D Program of China(Grant No.2022YFC3003600),the Projects of International Cooperation and Exchanges of the National Natural Science Foundation of China(NSFC)(Grant No.52020105002),NSFC(Grant No.51991393),and the Basic and Applied Basic Research of Guangzhou School(Col-lege)Co-funded Project(Grant No.202201020155).The test part was guided by Professor Wei Lixin and Senior Engineer Yang Chunshan of Guangzhou Municipal Engi-neering Design & Research Institute Co.Ltd.and the test materials were provided by Trelleborg Group. （Grant No.2022YFC3003600）

地下空间（英文）

ISSN：2096-2754

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