摘要
对舟山大跨越海中塔基础的桩基采用了自平衡法测试,根据实验数据对桩的承载性能进行了分析,试验结果表明:该方法在海中桩基静载试验中具有一定的应用前景。
This paper adopts self-balancing method to test pile foundation of Zhoushan large-span sea tower foundation, analyzes hearing capacity of the pile according to experimental data. Experimental results show that this method has certain application prospect in the static loading test of the sea pile foundation.
出处
《山西建筑》
2010年第35期84-85,共2页
Shanxi Architecture
关键词
海中桩基础
自平衡荷载试验
送电线路
sea pile foundation, self-balancing loading experiment, transmission lines
