摘要
介绍某高层建筑钻孔灌注桩基础的分析计算和设计 ,并与静载荷试验进行对比 ,计算与实测结果比较吻合 ,证明此工程在该地区对岩土参数的取值和计算方法是恰当的。
The results of static load test of bored pile were compared with the results of theoretical calculation.Both results are approximately equal to each other,which proves that soil parameter's values and calculation method of pile bearing capacity are correct.The results can be used to bored pile design for reference to similar projects.
出处
《建筑结构》
CSCD
北大核心
2001年第10期24-25,72,共3页
Building Structure
