| 液化土中水平承载桩动p-y曲线研究 |
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| 引用本文： | 戚春香,王建华. 液化土中水平承载桩动p-y曲线研究[J]. 中国海洋平台, 2007, 22(3): 1-6,17 |
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| 作者姓名： | 戚春香 王建华 |
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| 作者单位： | 天津大学,天津,300072 |
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| 摘 要： | 针对土层液化后承载力降低问题,分析了大量的国内外研究资料,综合论述了在振动荷载作用下桩-土相互作用的有关理论研究和试验成果,并提出了需要进一步研究的问题,为横向动荷载作用下海洋桩基平台的设计研究提供必要的理论依据。
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| 关 键 词： | p-y曲线 液化土 离心试验 振动台试验 |
| 文章编号： | 1001-4500（2007）03-0001-06 |
| 修稿时间： | 2006-05-23 |
STUDIES ON DYNAMIC p-y CURVE OF LATERALLY-LOADED PILES IN LIQUEFIED SOIL |
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| QI Chunxiang,WANG Jianhua. STUDIES ON DYNAMIC p-y CURVE OF LATERALLY-LOADED PILES IN LIQUEFIED SOIL[J]. China offshore Platform, 2007, 22(3): 1-6,17 |
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| Authors: | QI Chunxiang WANG Jianhua |
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| Affiliation: | Geotechnical Engineering Institute of Tianjin University ,Tianjin 300072 ,China |
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| Abstract: | Strength reduction in liquefied soil is discussed based on the analysis of plentiful work at home and abroad,the related theories and test results on pile-soil interaction are dissertated by synthesis,and contents are put forward to lucubrate.The results will be beneficial to designs of offshore platform under lateral dynamic load. |
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| Keywords: | p-y curve liquefied soil centrifugal test shake table test |
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