摘要
介绍了反射波法检测桩基完整性和频率 -初速度法确定单桩承载力的基本原理。该方法具有快速、无损等优点 ,不但可以有效检测出桩身缺陷 ,而且可以由频率 -初速度法确定单桩承载力。经静载试验验证 ,认为检测结果能够满足要求。
The principle of reflect wave method inspects pile integrality and frequency-initial velocity method conferms single pile capacity is introduced. This method has fast and lossless advantages and so on. It can not only inspect pile disfigurement, but also conferm single pile capacity through frequency-initial velocity method. The result approaches static load experimentation, and it can satisfy the requirement.
出处
《湖南理工学院学报（自然科学版）》
CAS
2005年第1期84-86,共3页
Journal of Hunan Institute of Science and Technology(Natural Sciences)
关键词
反射波法
频率-初速度法
完整性
单桩承载力
reflect wave method
frequency-initial velocity method
integrality
single pile capacity
