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Volume 34 Issue 1
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ZHUANG Hai-yang, LONG Hui, CHEN Guo-xing, ZUO Yu-feng. Seismic responses of surrounding site of subway station in liquefiable foundation[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(1): 81-88.
Citation: ZHUANG Hai-yang, LONG Hui, CHEN Guo-xing, ZUO Yu-feng. Seismic responses of surrounding site of subway station in liquefiable foundation[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(1): 81-88.
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Seismic responses of surrounding site of subway station in liquefiable foundation

  • 1. Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009, China; 2. Institute of Unban Underground Engineering, Nanjing University of Technology, Nanjing 210009, China)

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  • Received Date: December 20, 2010
  • Published Date: January 19, 2012
    Graphical Abstract
    • Abstract
  • The liquefiable foundation of the subway station may bring severe seismic damages to it. Accordingly, a nonlinear model for the liquefiable foundation-subway station interaction is constituted to calculate the large liquefaction deformation by using the constitutive model for sand. The space-time transformation of the dynamic pore pressure, the displacement and the acceleration of the liquefiable foundation are analyzed. The ascent of the subway station and the dynamic settlement of the side foundation are investigated. The distributions of liquefaction area and the displacement vectors of the foundation around the subway station are analyzed. The research findings can be helpful for analyzing the earthquake damages of liquefiable foundation around the underground structures or the ground structures.
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    • References (13)
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