| 桩长和桩轴向坑压刚度对桩极限承载力发挥的影响 |
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| 引用本文： | 曾灰金,章为民.桩长和桩轴向坑压刚度对桩极限承载力发挥的影响[J].土工基础,2002,16(3):50-53. |
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| 作者姓名： | 曾灰金 章为民 |
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| 作者单位： | 南京水利科学研究院土工研究所 江苏南京210024
(曾友金)，南京水利科学研究院土工研究所 江苏南京210024(章为民) |
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| 摘 要： | 本文分析了桩的荷载传递机理及桩侧极限摩阻力沿桩身的分布模式 ,并用荷载传递函数解析法定性分析了桩长和桩轴向抗压刚度对粘土层中桩的极限承载力的发挥的影响。
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| 关 键 词： | 桩 承载力 荷载传递 |
| 文章编号： | 1004-3152(2002)03-0050-04 |
| 修稿时间： | 2001年10月19 |
Effect of Pile Length and Axial Compressive Stiffness on the Utilization of the Ultimate Bearing Capacity of Piles |
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| Zeng Youjin\ Zhang Weimin.Effect of Pile Length and Axial Compressive Stiffness on the Utilization of the Ultimate Bearing Capacity of Piles[J].Soie Engineering and Foundation,2002,16(3):50-53. |
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| Authors: | Zeng Youjin\ Zhang Weimin |
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| Abstract: | Load transfer mechanism of a pile and distributed mode of laterally limited frictional resistance along a pile are analyzed.Pile length and axial compressive stiffness of a pile are qualitatively studied for their effect on the utilization of the ultimate bearing capacity of piles with analytic solution of a load transfer function. |
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| Keywords: | pile bearing capacity load transfer analytic solution |
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