| 偏心受压桩的简便计算方法 |
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| 引用本文： | 邓思海.偏心受压桩的简便计算方法[J].徐州建筑职业技术学院学报,2006,6(2):25-27. |
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| 作者姓名： | 邓思海 |
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| 作者单位： | 重庆工贸职业技术学院,水电工程系,重庆,涪陵,408000 |
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| 摘 要： | 建筑地基基础设计规范(GB50007 2002)给出的桩身计算方法对轴心受压桩较为适用,但对于偏心受压桩的计算则非常繁琐.为此,给出偏心受压桩的一种简便计算方法和工程应用实例.
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| 关 键 词： | 偏心受压桩 应力 构造配筋 |
| 文章编号： | 1009-8992(2006)02-0025-03 |
| 修稿时间： | 2006年3月17日 |
Simple and Convenient Computational Method of Eccentrically Compressed Piles |
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| DENG Si-hai.Simple and Convenient Computational Method of Eccentrically Compressed Piles[J].Journal of XUZHOU Institute of Architectural Technology,2006,6(2):25-27. |
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| Authors: | DENG Si-hai |
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| Abstract: | The computing method for piles recommended in the specifications for architectural design of ground base(GB 5007-2002) is comparatively applicable to the calculation of axially compressed piles,but rather complicated to that of eccentrically compressed piles.For this reason,the author presents a simple and convenient computational method for eccentrically compressed piles and examples of construction application. |
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| Keywords: | eccentrically compressed pile stress constructional reinforcement |
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