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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.
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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