| 摩擦型预制桩有效桩长对单桩承载力影响 |
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| 引用本文： | 朱家桥. 摩擦型预制桩有效桩长对单桩承载力影响[J]. 土工基础, 2001, 15(1): 42-45 |
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| 作者姓名： | 朱家桥 |
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| 作者单位： | 中国科学院武汉岩土力学研究所,武汉,430071 |
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| 摘 要： | 介绍武汉某综合楼顶制桩桩基工程,从多次静载试验结果对比中获得一些有益的结论,对今后类似此类型桩单桩极限承载力的确认有借鉴意义和指导作用.
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| 关 键 词： | 摩擦型桩 单桩极限承载力 长径比 有效桩长 |
| 文章编号： | 1004-3152(2001)01-0042-04 |
| 修稿时间： | 2000-10-12 |
The Effect of Pile Capacity is due to Effective Length of Friction/Precast Concrete Pile |
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| Zhu Jiaqiao. The Effect of Pile Capacity is due to Effective Length of Friction/Precast Concrete Pile[J]. Soie Engineering and Foundation, 2001, 15(1): 42-45 |
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| Authors: | Zhu Jiaqiao |
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| Abstract: | The results from contrast tests of static load piles of a synthetical building are presented in this paper. It is believed that such information as a guide for determining single pile limit load bearing capacity is useful. |
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| Keywords: | friction pile single pile limit load bearing capacity length diameter ratio effective length of pile. |
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