中国海洋大学学报（自然科学版）2017，Vol.47Issue(4)：93-99,7.DOI:10.16441/j.cnki.hdxb.20160118
海上风电单桩基础周围土体地震液化分析
Study on Seismic Response and Liquefaction of Soil Around Pile Foundation of Offshore Wind Power
摘要
Abstract
The paper estimates that if the soil around Pile Foundation of Offshore Wind Powerin the Yellow River Delta would liquefy with both the finite element analysis of seismic response and the shearing force comparison method.Via comparison of different elements,the influence of the single pile foundation is summarized.The study found that the soil below 12 m would not liquefy because of the effective stress of above layers.The single pile foundation constraints the soil in it effectively,meanwhile increasing force of the soil around it.The paper implements acceleration along the X axis,so that the soil elements locating along the X axis subject much more stress than those along the Y axis.关键词
海上风电/单桩基础/ABAQUS/地震荷载/抗液化剪应力Key words
offshore wind power/single pile foundation/ABAQUS/seismic load/anti-liquefaction shear stress分类
海洋科学引用本文复制引用
刘红军,王超..海上风电单桩基础周围土体地震液化分析[J].中国海洋大学学报（自然科学版）,2017,47(4):93-99,7.基金项目
国家自然科学基金项目“波浪作用下海上风电场桩基土体液化响应研究—以黄河三角洲为例”(41572247) （41572247）
山东省科技攻关资助项目“黄河三角洲海上风电场桩基设计关键技术研究”(2014GGX104007)资助 （2014GGX104007）
Supported by National Nature Science Funds Research on Liquefaction Reponse of Soil Body Around Pile Foundation of Offshore Wind Turbine Under Wave Conditions—Taking Yellow River Delta as the Case(41572247),Research on Key Techniques in Pile Foundation Design of Offshre Wind Farm in Yellow River Delta (2014GGX104007) （41572247）
