摘要
以浙江省07省道桥梁桩基检测为背景,在论述低应变法的基础上,探讨依据超声波检测桩基的理论基础和技术要点,说明超声波检测法的技术优势和检测结果的可靠性,最后分析了在桩基检测过程中遇到的种种困难和建议的解决方法。
This article is based on the background of detecting the pile foundation of the 07 provincial road in Zhejiang,after discussing the low strain method, then analyzing its limitations. Simultaneously, according to the theory foundation and main technology points, ultrasonic method has its own predominant advantages. At last, analyzing the difficulties and their resolvents in the process of detecting pile foundation.
出处
《山西建筑》
2007年第1期260-261,共2页
Shanxi Architecture
关键词
低应变法
超声波法
桩基无损检测
low strain method, ultrasonic method, nondestructive quality detection of pile foundation
