典型文献
Shaking Table Tests of Four-Bucket Jacket Foundation for Offshore Wind Turbines
文献摘要：
As the offshore wind turbine foundation,the four-bucket jacket foundation has a large stiffness and the structure is difficult to be damaged under seismic load.Nevertheless,the saturated subsoil of the four-bucket jacket foundation tends to be liquefied under earthquake,which greatly affects the safety of offshore wind turbine.Therefore,the seismic performance of four-bucket jacket foundation is mainly reflected in the anti-liquefaction capacity of foundation soil.In this paper,the liquefaction resistance of sandy soil of four-bucket jacket foundation for offshore wind turbine is studied.The liquefaction and dynamic response of sandy soil foundation of four-bucket jacket foundation under seismic load are obtained by carrying out the shaking table test,and the influence mechanism of four-bucket jacket foundation on the liquefaction resistance of sandy soil foundation is analyzed.
文献关键词：
中图分类号：
作者姓名：
DING Hong-yan;LI Jing-yi;LE Cong-huan;PAN Chen;ZHANG Pu-yang
作者机构：
State Key Laboratory of Hydraulic Engineering Simulation and Safety,Tianjin University,Tianjin 300072,China;School of Civil Engineering,Tianjin University,Tianjin 300072,China
文献出处：
引用格式：
[1]DING Hong-yan;LI Jing-yi;LE Cong-huan;PAN Chen;ZHANG Pu-yang-.Shaking Table Tests of Four-Bucket Jacket Foundation for Offshore Wind Turbines)[J].中国海洋工程（英文版）,2022(06):849-858
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AB值：
0.485676
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