| 桩基静载试验与高应变对比分析 |
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| 引用本文： | 曾立民.桩基静载试验与高应变对比分析[J].山西地震,2004(3):7-11,28. |
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| 作者姓名： | 曾立民 |
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| 作者单位： | 山西省电力勘测设计院,山西,太原,030002 |
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| 摘 要： | 桩基承载力对桩基抗震性能有很大影响。通过对大量的桩基静载荷试验和同一根桩上的高应变的对比研究，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： | 桩基 静载试验 高应变 静动对比 |
| 文章编号： | 1000-6265(2004)03-07-05 |
Analysis of Comparing Static Load Experiment with Large Strain Test for Pile Foundation |
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| ZENG Li-min.Analysis of Comparing Static Load Experiment with Large Strain Test for Pile Foundation[J].Earthquake Research in Shanxi,2004(3):7-11,28. |
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| Authors: | ZENG Li-min |
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| Abstract: | Bearing capacity of pile foundation has a big influence on anti-earthquake capacity of pile foundation.Through a large number of studies on comparing the static load experiments with the large strain tests for the same pile, the accuracy and reliability for measuring ultimate bearing capacity of a pile with a large strain test are worked out and causes led to errors in large strain tests are analyzed . Also, some methods and proceedings for reducing errors in a large strain test are proposed. |
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| Keywords: | Loading test Pile foundation Large strain Comparing static load experiment with large strain test |
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