摘要
介绍了强夯及强夯置换法处理黄土湿陷性及提高地基承载力的对比试验及检测结果,并根据试验结果进行分析比较,表明强夯置换可以明显提高地基承载力。
Compaction experiment of dynamic replacement method on collapsible loess Subgrade are presented, and experiment results are also analyzed. It show that dynamic replacement method can remarkably improve the bearing capacity.
出处
《土工基础》
2007年第3期7-9,共3页
Soil Engineering and Foundation
关键词
强夯
强夯置换
湿陷性
承载力
dynamic consolidation, dynamic compaction, collapsibility, bearing capacity
