摘要
通过对低应变法偏心纵敲时应力波的传播过程进行仿真研究,结合工程实例分析给出了低应变法测桩偏心纵敲时桩顶三维效应的规避方式,以此完善基桩完整性检测研究。
According to the simulation research on the propagation process of the stress wave when the low strain method is eccentric vertical knocking, combining with project the author analyzes and provides the avoiding method of the pile top three-dimensional effect when the low strain method is the eccentric vertical knocking, so as to perfect the foundation pile integrity detection research.
出处
《山西建筑》
2009年第23期107-109,共3页
Shanxi Architecture
关键词
低应变
偏心
纵敲
三维效应
规避
low strain, eccentricity, vertical knocking, three-dimensional effect, avoiding
