| 自平衡法在预应力管桩承载力测试中的应用 |
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| 引用本文： | 孙蔚. 自平衡法在预应力管桩承载力测试中的应用[J]. 山西建筑, 2005, 31(24): 125-126 |
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| 作者姓名： | 孙蔚 |
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| 作者单位： | 东南大学新校区指挥部 |
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| 摘 要： | 概述了自平衡法的基本原理，介绍了这次测试的应用情况，并对测得的数据进行了整理和分析。分析研究结果表明，自平衡法在管桩测试中取得了较好的试验效果，为设计提供了可靠的依据。
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| 关 键 词： | 预应力混凝土管桩 自平衡法 承载力 Q-S曲线 等效转换 |
| 文章编号： | 1009-6825(2005)24-0125-02 |
| 收稿时间： | 2005-09-16 |
| 修稿时间： | 2005-09-16 |
Application of self-balancing method in bearing capacity testing of inherent stress pipe pile |
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| SUN Wei. Application of self-balancing method in bearing capacity testing of inherent stress pipe pile[J]. Shanxi Architecture, 2005, 31(24): 125-126 |
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| Authors: | SUN Wei |
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| Abstract: | It summarizes basic principle of self-balancing method, application of the test is introduced and tested data is analyzed. The result indicates that good experimental effect of self-balancing method is obtained in pipe pile testing, which can be referred for design. |
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| Keywords: | inherent stress concrete pipe pile self-balancing method bearing capacity Q-s curve equivalent transition |
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