| 竖向荷载作用下高桩码头桩土耦合分析研究 |
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| 引用本文： | 曹胜敏.竖向荷载作用下高桩码头桩土耦合分析研究[J].港工技术,2009,46(6):28-32. |
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| 作者姓名： | 曹胜敏 |
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| 作者单位： | 中交第一航务工程勘察设计院有限公司,天津,300222 |
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| 摘 要： | 根据桩-土耦合特性,考虑桩-土之间的接触力学行为,建立桩-土耦合的有限元计算模型。通过该模型计算分析基桩几何特性、材料特性以及土的力学特性,及其对基桩竖向承载力、摩阻力及桩身轴力分布的影响,其结论可为高桩码头桩基的设计提供参考。
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| 关 键 词： | 竖向荷载 码头高桩 桩土耦合 |
Analysis And Research of Pier Pile on Vertical Loading |
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| Cao Shengmin.Analysis And Research of Pier Pile on Vertical Loading[J].Port Engineering Technology,2009,46(6):28-32. |
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| Authors: | Cao Shengmin |
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| Institution: | Cao Shengmin(CCCC First Harbor Consultans Co.,Ltd.,Tianjin 300222,China) |
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| Abstract: | Based on the coupling characteristics and contact effects between the pile and soil,the finite element model of it was set up.The characteristics of the material and influences of soil geometry characteristics on the vertical bearing capacity and the friction resistance as well as the axial force distribution of pile foundation were studied by the finite element model.The conclusion may be help for the pier pile design. |
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| Keywords: | vertical loading pier pile pile-soil couple |
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