强夯法加固机理及在处理杂填土地基中的应用  

The Mechanism of Dynamic Compactness and Its Application to Ground Treatment of Miscellaneous Fill

作　　者：张金海[1] 

机构地区：[1]重庆交通大学,重庆400074

出　　处：《建筑科学》2007年第5期78-80,共3页Building Science

摘　　要：阐述了强夯法的两种加固理论即动力固结理论和振动波压密理论,并通过实例介绍了强夯法处理杂填土地基的良好效果。This article elaborates two kinds of reinforcement theory of dynamic compactness method that are the power solidifying theory and the vibration wave compacting theory, and introduces the excellent effect of the dynamic compactness method based on the example of ground treatment for miscellaneous fill.

关 键 词：强夯法 加固机理 杂填土 

分 类 号：TU472[建筑科学—结构工程] TU472.31[建筑科学—土工工程]