摘要
结合实例对夯扩桩按公式计算单桩设计承载力与静动载试验作了分析比较，就单桩设计承载力的合理取值进行了探讨，得出了几点结论。
With an example,the bearing capacity evaluation value of rammed pedestal pile is compaired with the one of the side test in this paper.Then the desiged value of single pile bearing capacity is discussed,and some suggestions are pointed out.
出处
《南京建筑工程学院学报》
1999年第1期73-78,共6页
Journal of Nanjing Architectural and Civil Engineering Institute(Natural Science)
关键词
夯扩桩
承载力
静动载试验
rammed pedestal pile
bearing capacity
site test
