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Issues on the Seismic Design and Analysis of Ultra-long Immersed Tunnel |
YU Hai-Tao-1, 2a , YUAN Yong-2b, XU Guo-Ping-3, CHEN Yue-4 |
(1. Department of Civil Engineering, Shanghai Jiaotong University, Shanghai 200030, China;2a. Department of Geotechnical Engineering, 2b. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China; 3. China Communications Construction Cooperation Highway Consultants Co.Ltd.,Beijing 100088,China;4. HongkongZhuhaiMacao Bridge Authority, Zhuhai 519015, Guangdong, China) |
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Abstract Based on the literature reviews of the present seismic research on immersed tunnels, four key issues on the seismic design and analysis of ultra-long immersed tunnel with the background of Hongkong-Zhuhai-Macao engineering were addressed: calculation method for dynamic interaction between tunnel segment and surrounding soils, analytical method for seismic response of immersed tunnel subjected to non-uniform seismic loading, seismic mitigation method of immersed tunnel, and shake table test technology of immersed tunnel. These issues will be the focus of further research on seismic design and analysis of immersed tunnel in China.
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Received: 27 July 2011
Published: 30 January 2012
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