摘要
本文从分析水岩体系中边坡稳定性的概念模型入手 ,探讨有地下水渗流效应的边坡稳定性分析模型 。
This paper deals with the stability model of slope affected by groundwater on the basis of description of the conceptual model of slope stability. A prediction of slope stabitity has been given for a studied case.
出处
《铁道工程学报》
EI
1999年第4期86-90,共5页
Journal of Railway Engineering Society
关键词
水岩体系
地下水效应
边坡稳定性
water rock system
groundwater effect
stability of slope
