| 桩抗水平力特性分析 |
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| 引用本文： | 李志军.桩抗水平力特性分析[J].北方交通,2007(5):130-132. |
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| 作者姓名： | 李志军 |
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| 作者单位： | 辽宁省交通勘测设计院,沈阳,110005 |
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| 摘 要： | 采用目前流行的大型有限元分析软件ANSYS，建立了桩基一土相互作用的模型。考察了桩长、桩径、桩体的弹性模量、地基土的弹性模量变化时，对桩的水平承载能力的影响。通过这部分的分析将对桩基础的设计有重要的参考价值。
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| 关 键 词： | 桩土相互作用 有限元 横向荷载 |
Analysis of Property of Level Load- Bearing Resistance of Pile |
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| Authors: | Li zhijun |
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| Abstract: | At present, the model of pile foundation - soil interaction has established with popular large - scale finite element analysis software ANSYS. It was made to investigate that the impact on level bearing capacity of pile is formed at the time when the moduls of elasticity for pile,length of pile, dia of pile as well moduls of elastisity for foundation soil produce change, which will have an important reference value to design of pile foundation. |
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| Keywords: | Pile -soil interaction Finite element Transverse load |
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