| 桩身压缩变形对基桩承载力取值的影响 |
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| 引用本文： | 梁勇.桩身压缩变形对基桩承载力取值的影响[J].山西建筑,2007,33(1):118-119. |
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| 作者姓名： | 梁勇 |
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| 作者单位： | 常德市鼎城区建筑工程质量监督站,湖南,常德,415000 |
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| 摘 要： | 介绍了桩土的相互作用与静载试压方法, 通过有限元分析研究了桩身压缩变形对基桩承载力试压结果的影响，探讨了考虑桩身压缩的承载力取值方法，对于城市建设中的桩基应用具有一定的参考意义。
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| 关 键 词： | 静载试压 桩基承载力 有限元 桩身压缩变形 |
| 文章编号： | 1009-6825(2007)01-0118-02 |
| 修稿时间： | 2006年6月28日 |
The influences of pile stem's compression deformation on the value-taking of foundation pile's bearing capacity |
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| LIANG Yong.The influences of pile stem''''s compression deformation on the value-taking of foundation pile''''s bearing capacity[J].Shanxi Architecture,2007,33(1):118-119. |
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| Authors: | LIANG Yong |
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| Abstract: | The following paper introduces the interaction of pile-soil and its static-load pressure test method, analyzes and studies the influences of pile stem's compression deformation on the pressure testing result of foundation pile's bearing capacity by finite element, and discusses the value-taking method of bearing capacity considering pile stem's compression deformation, which, has a certain referential significance for the application of pile foundation in city construction. |
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| Keywords: | static-load pressure test bearing capacity of pile foundation finite element compression deformation of pile stem |
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