Centrifugal modeling of seismic response of free-field sand ground under horizontal and vertical earthquakes
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Centrifugal modeling of seismic response of free-field sand ground under horizontal and vertical earthquakes
Vol. 32, Issue S2, (2011)
作者机构:
中国水利水电科学研究院 岩土所,北京,100048
作者简介:
基金信息:
DOI:
CLC:TU32+1
Online First:26 August 2011,
Published:2011
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LI Jing-shuang, HOU Yu-jing, XU Ze-ping, et al. Centrifugal modeling of seismic response of free-field sand ground under horizontal and vertical earthquakes[J]. 2011, 32(S2).
DOI:
LI Jing-shuang, HOU Yu-jing, XU Ze-ping, et al. Centrifugal modeling of seismic response of free-field sand ground under horizontal and vertical earthquakes[J]. 2011, 32(S2).DOI:
Centrifugal modeling of seismic response of free-field sand ground under horizontal and vertical earthquakes
Seismic responses of free-field sand ground under horizontal and vertical earthquakes are investigated using a hydraulic earthquake simulator R500B installed on a 450 g-ton geotechnical centrifuge. The test is conducted under a centrifugal gravity field of 30 g with a minimum horizontal seismic acceleration of 20 g and vertical seismic acceleration of 10 g. Several accelerometers are used to measure the seismic responses of the free-field sand ground. The test result shows the seismic difference between the combined responses and the independent responses. The coupled seismic effects on the sand ground should be considered in design