摘要
本文通过对劈裂灌浆过程中土体的应力分析，探讨了不同类型土体劈裂形式，从而对劈裂灌装加固土体的机理得到了较好的解释。
Based on stress analysis of soil mass in the course of cleavage grouting,the cleavage type of different kinds of soil mass is discussed in this paper. Therefore,the mechanism of soil mass improvement with cleavage groutingg is well explained.
出处
《石家庄铁道学院学报》
1995年第2期124-129,共6页
Journal of Shijiazhuang Railway Institute
关键词
灌浆
劈裂
地基
土体
加固
grouting
cleavage
principal stress
pore
crack
