摘要
对桩的静载试验进行了介绍,结合具体工程实例,进行了桩径1 500 mm,设计单桩竖向抗压极限承载力为13 000 kN的基桩单桩竖向抗压静载试验,得出了试验桩的单桩竖向抗压极限承载力均大于13 000 kN的结论。
The paper introduces the pile static loading test, has the pile radius 1 500 mm, undertakes 13 000 kN, which is the vertical bearing capacity of the pile, static-loading test be combining the actual project examples, and concludes the vertical pile' s loading capacity is bigger than 13 000 kN.
出处
《山西建筑》
2008年第35期113-114,共2页
Shanxi Architecture
关键词
慢速维持荷载法
静载荷试验
极限承载力
沉降
slow maintenance loading method, static-loading test, ultimate bearing capacity, settlement