| 基桩瞬态响应特征及浅部缺陷分析 |
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| 引用本文： | 陈顺良.基桩瞬态响应特征及浅部缺陷分析[J].矿冶工程,2006,26(1):14-17. |
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| 作者姓名： | 陈顺良 |
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| 作者单位： | 中南林学院,土木建筑与力学学院,湖南,长沙,410004 |
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| 摘 要： | 从基桩瞬态响应的波动方程出发，依据波阻抗界面反射原理，对工程桩中难以判断的浅部缺陷做了详细分析，并提出了相应的检测措施。
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| 关 键 词： | 浅部缺陷 波动方程 基桩检测 |
| 文章编号： | 0253-6099(2006)01-0014-04 |
| 收稿时间： | 2005-04-17 |
| 修稿时间： | 2005年4月17日 |
Analysis on the Transient Response Characteristic of Pile Foundation and the Shallow Defects in Pile |
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| CHEN Shun-liang.Analysis on the Transient Response Characteristic of Pile Foundation and the Shallow Defects in Pile[J].Mining and Metallurgical Engineering,2006,26(1):14-17. |
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| Authors: | CHEN Shun-liang |
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| Affiliation: | College of Civil Engineering and Architecture, Central South Forestry University, Changsha 410004, Hunan, China |
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| Abstract: | Based on the reflection principle of wave impedance interface, the shallow defects being difficult to acknowledge in pile foundation was analyzed with the wave equation of pile foundation transient response. It presented some relative measures for pile foundation examination. |
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| Keywords: | shallow defects in pile wave equation pile foundation examination |
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