| 超长钻孔桩自平衡法荷载试验研究 |
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| 引用本文： | 马晔,王陶.超长钻孔桩自平衡法荷载试验研究[J].岩土工程学报,2005,27(3):275-278. |
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| 作者姓名： | 马晔 王陶 |
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| 作者单位： | 武汉理工大学；清华大学土木水利学院 湖北武汉430070；北京100084； |
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| 摘 要： | 利用自平衡法进行了超长桩基的静载试验。根据试验数据向传统静载试桩结果进行转化和对比,并对桩的承载性能与荷载传递特点进行了分析。试验结果表明该法在超长桩静载试验中具有一定的应用前景。
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| 关 键 词： | 超长钻孔桩 自平衡荷载试验 桩侧摩阻力 桩端摩阻力 |
| 文章编号： | 10004548(2005)03-0275-04 |
Experimental study on bearing behavior of super-long drilled pile with the self-balanced load test method |
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| MA Ye,WANG Tao.Experimental study on bearing behavior of super-long drilled pile with the self-balanced load test method[J].Chinese Journal of Geotechnical Engineering,2005,27(3):275-278. |
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| Authors: | MA Ye WANG Tao |
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| Affiliation: | 1. Wuhan University of Technology Wuhan 430070 China 2. School of Civil Engineering Tsinghua University Beijing 100084 China |
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| Abstract: | Self-balanced load test is performed on super-long drilled pile. The test results are converted to load-settlement curves of conventional testing method and the bearing behavior and load transfer characteristics are analyzed. The test results indicate an extensive application prospect for super-long pile load test. |
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| Keywords: | super-long drilled pile self-balanced load test side friction of pile tip resistance of pile |
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