摘要
通过对自平衡法静载检测技术原理及特点的简单介绍,将自平衡法检测桩基得到的单桩承载力,与堆载法静载检测结果进行比较,可以得出该项目采用自平衡法进行桩基静载检测可行。
This paper briefly introduces the principle and characteristics of self-balancing static load detection technology, and compares the result of the single-pile bearing capacity of pile foundation detected by the self-balancing method with the static load detection result of stack-load method. The feasibility of self-balancing method to carry out the static load detection of pile foundation can be achieved in this project.
出处
《城市道桥与防洪》
2019年第12期121-123,M0013,共4页
Urban Roads Bridges & Flood Control
关键词
自平衡
桩基
静载
self-balancing
pile foundation
static load