摘要
本文介绍了机械阻抗法预估单桩承载力和检验缺陷的基本原理,并用于五个工程的实例,其中四个工程有静力试桩的对比试验。
This paper introduces relevant foundamental principle in the evaluation of bearing capacity and integrity of piles tested. It has been used in fivepile foundations, and four case historys for comparison of capacity determined with static loading and dynamic method.
出处
《建筑科学》
1990年第1期29-35,共7页
Building Science