摘要
本文通过大量翔实的试验对比资料，论述了强夯法在消除黄土湿陷性和提高地基承载力中的作用，并对当前强夯法实践中存在的问题进行了研究。
Dynamic consolidation is used to eliminate the collapsibility of loess and to improve the bearing capacity of the foundation. In this paper, problems existing in the practice of dynamic consolidation is discussed.
出处
《土工基础》
1995年第2期7-11,共5页
Soil Engineering and Foundation
关键词
地基处理
强夯法
湿陷性黄土
承载力
试验
ground treatment
dynamic consolidation
collapsible loess
bearing capacity
