摘要
在桩身质量检测中,通常是由实测桩顶加速度或速度响应时域曲线来判定基桩的桩身完整性,一般普遍采用的是低应变反射波法。论文通过对低应变反射波法的测试设备和现场测试要求的分析,并结合相关图例,阐明了此方法能够普遍推广的相对完善的理论基础和比较先进的诊断技术。
We in the pile quality detection,is usually measured by time domain response curve of pile top acceleration or velocity,to judge pile integrity of foundation pile,generally used is the low strain reflection wave method.In this paper,through the analysis of test equipment and field test of low strain reflected wave method and combining with the relevant requirements,legend,clarifies the theoretical basis of this method can relativelyimprove generalization and advanced diagnosis technology.
出处
《工程建设与设计》
2015年第3期52-54,共3页
Construction & Design for Engineering
关键词
桩身质量检测
低应变测试
桩身完整性
inspection of pile quality testing
low strain
pile integrity