摘要
介绍了堆载法与锚桩法两种传统桩基静载荷试验方法的优缺点,分析了新型自平衡静载荷试验较传统试验方法所具有的优点,并阐述了该新型试验方法在山西地区的应用范围及修正系数,有利于提高桩基检测结果的准确性。
The paper introduces merits and defects of two kinds of traditional pile foundation static-load testing methods including overloading method and anchorage pile method, analyzes advantages of new self-balancing static-load testing method comparing to traditional testing method, and describes application scope and correction coefficient of new testing method in Shanxi province, which will be good for improving the accuracy of the pile foundation detecting results.
出处
《山西建筑》
2016年第34期58-60,共3页
Shanxi Architecture
关键词
桩基
自平衡静载荷试验
堆载法
锚桩法
pile foundation, self-balancing static load testing, overloading method, anchorage pile method