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Volume 41 Issue 11
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Abstract
References
WANG Guo-bo, PENG Xiang-jun, HAO Peng-fei, WEI Hao-hao. Review of researches on seismic response of close underground crossing structures[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(11): 2026-2036. DOI: 10.11779/CJGE201911007
Citation: WANG Guo-bo, PENG Xiang-jun, HAO Peng-fei, WEI Hao-hao. Review of researches on seismic response of close underground crossing structures[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(11): 2026-2036. DOI: 10.11779/CJGE201911007
shu

Review of researches on seismic response of close underground crossing structures

  • 1. Hubei Key Laboratory of Roadway, Bridge and Structure Engineering, Wuhan University of Technology, Wuhan 430070, China;
    2. College of Civil Engineering and Architecture, Wenzhou University, Wenzhou 325035, China

More Information
  • Received Date: January 09, 2019
  • Published Date: November 24, 2019
    Graphical Abstract
    • Abstract
  • In view of the design and use requirements, a large number of close underground crossing projects have emerged, forming a complex interaction system between soil-crossing structural groups. When a number of underground structures are close to each other, there is a dynamic interaction between the structure and the adjacent soil, and between the structures themselves under the action of earthquake, and the seismic response laws of the underground through-structure system are more complicated. Based on the inductive sorting of a large number of actual close-range engineering cases, the underground crossing structures are roughly divided into tunnel-tunnel crossing system, tunnel-subway station crossing system, and subway station-subway station crossing system. Then, on the basis of summarizing the characteristics of underground crossing engineering cases, the current status and progress of seismic response researches on each crossing system are expounded, respectively. The shortcomings and problems in the existing researches are pointed out, and some suggestions for further researches are given.
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    • References (58)
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