摘要
土质或岩质边坡稳定性计算中,水力的作用可用不同的形式表现出来。本文对边坡中水力作用的这些不同形式加以阐述,并比较其间的关系。
In the stability computation of soil or rock slopes, the action of hydraulic forces is manifasted in many different ways. This paper describes these ways of the hydraulic actions in slopes and makes a comparison of their inter-relations.
出处
《勘察科学技术》
1990年第2期21-25,共5页
Site Investigation Science and Technology
