| 高应变动力测试技术与静载测试技术的对比 |
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| 引用本文： | 周正飞,李宇.高应变动力测试技术与静载测试技术的对比[J].山西建筑,2006,32(10):83-84. |
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| 作者姓名： | 周正飞 李宇 |
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| 作者单位： | 1. 中航勘察设计研究院
2. 河海大学土木工程学院 |
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| 摘 要： | 通过对大量的桩基静载荷试验和同一根桩上高应变的对比研究，总结了高应变测试极限承载力的准确性与可靠性。分析了引起高应变测试结果误差的原因，提出了消除高应变测试误差的一些方法和注意事项。
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| 关 键 词： | 桩 高应变 承载力 可靠性 |
| 文章编号： | 1009-6825(2006)10-0083-02 |
| 收稿时间： | 2005-10-31 |
| 修稿时间： | 2005年10月31 |
Analysis of comparing high strain dynamic in engineering inspection with static load experiment |
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| ZHOU Zheng-fei,LI Yu.Analysis of comparing high strain dynamic in engineering inspection with static load experiment[J].Shanxi Architecture,2006,32(10):83-84. |
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| Authors: | ZHOU Zheng-fei LI Yu |
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| Affiliation: | ZHOU Zheng-fei LI Yu |
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| Abstract: | Through a study on comparing the static load experiments with the high strain tests for the same pile, the accuracy and reliability for measuring ultimate bearing capacity of a pile with a high strain test are worked out and causes led to errors in high strain tests are analyzed . Also, some methods and proceedings for reducing errors in a high strain test are proposed. |
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| Keywords: | pile foundation high strain dynamic bearing capacity reliability |
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