| 低应变法在基桩垂直度检测中的仿真研究 |
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| 引用本文： | 李孟强. 低应变法在基桩垂直度检测中的仿真研究[J]. 山西建筑, 2014, 0(21): 93-95 |
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| 作者姓名： | 李孟强 |
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| 作者单位： | 广东天信电力工程检测有限公司; |
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| 摘 要： | 通过将倾斜基桩中传播的应力波分解为纵波和弯曲波,基于应力波传播理论,对倾斜基桩桩顶不同拾震点信号特征与倾斜方向、倾斜角度的关系进行了数值仿真研究,并对仿真研究的结论与实体模型实验进行了比对,为基桩垂直度的检测提出了一种新途径。
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| 关 键 词： | 纵波 弯曲波 倾斜基桩 倾斜角度 倾斜方向 |
The simulation research on low strain integrity in pile foundation verticality detection |
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| LI Meng-qiang. The simulation research on low strain integrity in pile foundation verticality detection[J]. Shanxi Architecture, 2014, 0(21): 93-95 |
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| Authors: | LI Meng-qiang |
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| Affiliation: | LI Meng-qiang (Guangdong Tianxin Electric Power Engineering Testing Co. , Ltd, Guangzhou 510663, China) |
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| Abstract: | In this paper,basing on the propagation theory,the stress wave in the inclined pile is divided into two substances： longitudinal wave and flexural wave,and then the relationship of signal characteristics at different locations in the pile head between different inclined directions and angles are studied,and compared the simulation research conclusion and entity model test,providing a new approach to the testing of the inclined pile. |
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| Keywords: | longitudinal wave flexural wave inclined pile inclined angle inclined direction |
| 本文献已被 CNKI 维普 等数据库收录！ |
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