摘要
结合实际工程对如何利用高、低应变检测方法来提高桩基的质量检测评定的可靠性进行了探讨。
The reliability of improvement bearing capacity for pile foundation by testing is studied by means of high and low strain dynamic testing.
出处
《黑龙江水专学报》
2005年第3期32-33,共2页
Journal of Heilongjiang Hydraulic Engineering College
关键词
桩基质量评定
高应变动测
低应变动测
基桩承载力
quality testing of pile foundation bearing capactity
high strain dynamic testing
low strain dynamidtesting
pile foundation bearing capacity
