| 偏心受压桩简化计算方法 |
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| 引用本文： | 邓思海.偏心受压桩简化计算方法[J].重庆工贸职业技术学院学报,2006(1). |
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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 重庆涪陵40800 |
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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很适用,而对偏心受压桩计算就非常繁琐。本文给出偏心受压桩一种简化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 |
Predigested Calculation for Eccentrically-compressed Piles |
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| Authors: | Deng Sihai |
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| Institution: | ChongQing Industry & Trade Polytechnic Fuling ChongQing 40800 China |
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| Abstract: | The calculation for pile shaft in Code for Design of Building Foundation(GB50007-2002) is very applicable to axially-compressed piles, but is very complex to eccentrically-compressed piles. And so this paper presented a predigested calculation and an applied example in engineering . |
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| Keywords: | Eccentrically-compressed piles Stress Structural reinforcing bars |
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