| 桩基承载能力的有限元分析 |
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| 引用本文： | 王月香. 桩基承载能力的有限元分析[J]. 苏州科技学院学报(工程技术版), 2005, 18(3): 23-26 |
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| 作者姓名： | 王月香 |
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| 作者单位： | 苏州科技学院,土木工程系,江苏,苏州,215011 |
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| 摘 要： | 利用三维有限元数值模拟技术对竖向承载复合桩基的承载能力进行了分析。主要研究了当桩周土体为松砂时，桩距对群桩侧阻、端阻、承台内外区土阻力、群桩总承载力的影响，并将各自的群桩效应系数与《建筑桩基技术规范》JGJ94-94中的有关数据进行了比较。
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| 关 键 词： | 有限元 数值模拟 复合桩基 承载力 |
| 文章编号： | 1672-0679(2005)03-0023-04 |
| 修稿时间： | 2005-05-24 |
The Analysis on the Loaded Capacity of Compound Pile Foundation by Finite Element Method |
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| WANG Yue-xiang. The Analysis on the Loaded Capacity of Compound Pile Foundation by Finite Element Method[J]. Journal of University of Science and Technology of Suzhou:Engineering and Technology, 2005, 18(3): 23-26 |
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| Authors: | WANG Yue-xiang |
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| Affiliation: | Dept.of Civil Engineering USTS Suzhou 215011 China |
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| Abstract: | By using the three-dimension finite element method the vertically-loaded capacity of a compound pile in the loose sand is studied in the paper.The author had mainly analyzed the impact of the pile distance on the pile shaft pile dase pile cap interior and exterior resistance stress pile group loaded capacity etc.At the same time the pile group coefficient is compared with the code JGJ94-94. |
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| Keywords: | finite element numerical imitation compound pile foundation loaded capacity |
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