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Author:

Zhuang, H. (Zhuang, H..) | Chen, G. (Chen, G..) (Scholars:陈戈) | Du, X. (Du, X..) | Li, L. (Li, L..) | Zuo, X. (Zuo, X..)

Indexed by:

Scopus PKU CSCD

Abstract:

A large-scale shaking table test for subway station structure built on the liquefied saturate sand soil is implemented. The earthquake response and the dynamic soil pressure on the interface between soil and subway station structure are mainly analyzed. From the testing results, it is obvious that the large residual strain developed because of the large strain of liquefied soil beside the subway station. The dynamic soil pressure on the bottom of the side wall is obviously larger than that on the top of the side wall. The peak acceleration of the middle plate is obviously larger than that of the bottom plate. At the same time, some other valuable conclusions are put forward.

Keyword:

Large-scale shaking table testing; Liquefied site; Model test; Subway station structure

Author Community:

  • [ 1 ] [Zhuang, H.]Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009, China
  • [ 2 ] [Chen, G.]Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009, China
  • [ 3 ] [Du, X.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 4 ] [Li, L.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 5 ] [Zuo, X.]Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009, China

Reprint Author's Address:

  • [Zhuang, H.]Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009, China

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Source :

Journal of Earthquake Engineering and Engineering Vibration

ISSN: 1000-1301

Year: 2007

Issue: 4

Volume: 27

Page: 94-97

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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