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Bulletin of Earthquake Engineering

, Volume 17, Issue 11, pp 5963–5985 | Cite as

Seismic response and damage of underground subway station in a slightly sloping liquefiable site

  • Su Chen
  • Xu Wang
  • Haiyang ZhuangEmail author
  • Changjie Xu
  • Kai Zhao
Original Research
  • 105 Downloads

Abstract

Sand liquefaction-induced lateral flow has caused the destruction of a large number of buildings. In this work, an overall time-history numerical simulation is conducted to study the nonlinear dynamic interaction of soil with an underground structure buried in a slightly sloping liquefied foundation. Firstly, the consistency between the numerical simulation and model test results is verified. Then, the influence law of the ground inclination angle on the liquefaction distribution of the foundation around an underground structure reveals that the soil liquefaction at the lateral side of the underground structure is alleviated but is aggravated severely in the soils under the subway station. Additionally, the dynamic uplifting behavior and the seismic damage of the underground structure are different from those in a horizontally layered liquefied foundation. The rotation response and asymmetrical seismic damage of an underground structure in a slightly sloping liquefied foundation need attention.

Keywords

Underground structure Sand liquefaction Slightly sloping ground Ground lateral movement Numerical simulation Shaking table test 

Notes

Acknowledgements

The authors are grateful for the research funding provided by the National Natural Science Foundation of China (NSFC, Grant Nos. 51778290, 51878266), Natural Science Foundation of Jiangsu Province (NSFJ, Grant No. 16KJA560001), and National Science Fund for Distinguished Young Scholars (NSFDYS, Grant No. 51725802). All statements, results, and conclusions are those of the researchers and do not necessarily reflect the views of these foundations. The authors would also like to sincerely thank the anonymous reviewers for their insightful comments and suggestions.

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Copyright information

© Springer Nature B.V. 2019

Authors and Affiliations

  1. 1.Institute of Geophysics, China Earthquake AdministrationBeijingChina
  2. 2.Institute of Geotechnical Engineering, Nanjing Tech UniversityNanjingChina
  3. 3.School of Civil Engineering and ArchitectureEast China Jiaotong UniversityNanchangChina

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