摘要
介绍了正常固结土和超固结土的排水强度、变形、孔隙水压力和静止侧压力系数等主要力学性质,并对其进行了比较.
In this article are introduced some primary consolidated soil and static lateral pressure over-consolidated soil. drain density, coefficient etc, and comparison is made mechanical properties of the normal distortion, pore water pressure and between them.
出处
《北方工业大学学报》
2007年第1期86-90,共5页
Journal of North China University of Technology
关键词
正常固结土
超固结土
变形
孔隙水压力
静止侧压力系数
强度特性
normal consolidated soil
over-consolidated soil
distortion
pore water pressure^static lateral pressure coefficient
intensity property
