摘要
分析了强夯夯实的极限孔隙比问题和夯坑形成的动力过程 ,利用力学的知识 ,对强夯加强效果进行了尝试性的分析 。
The dynamic compaction ultimate void ratio and the formation of compacted pit by compaction are analysed.Based on the knowledge of mechanics,the enfoced result from compaction is tried to analysed.The formula for calculating the effective reinforcong depth by dynamic compaction is discussed.
出处
《土工基础》
2002年第1期24-27,共4页
Soil Engineering and Foundation
关键词
强夯
有效加固深度
极限孔隙比
地基加固
dynamic compaction,effective reinforcing depth,ultimale void ratio
