摘要
通过对基桩静载试验Q—s曲线的数据进行对比和分析,得出了绘制的比例和确定极限承载力Qu的具有实际可操作性的方法,且实践证明该结论合理,可解决静载试验结果判定的准确性问题。
This paper compared and analyzed the data of pile foundation static load test Q--s curve, gained the drawing ratio and the actual oper- ational methods determination of ultimate bearing capacity Q~, the practice proved that the conclusion was reasonable, which could solve the ac- curacy problem of static load test results determination.
出处
《山西建筑》
2013年第14期56-58,共3页
Shanxi Architecture
关键词
桩基
静载试验
陡降
Q—s曲线
pile foundation, static load test, sharp drop, Q--s curve