摘要
将边坡岩体分为透水介质、隔水体介质和复合介质三种介质，论述了它们中地下水所产生的不同的力学作用，并结合实例研究了确定边坡地下水力学作用的方法和可能出现的问题。
Underground water should not be ignored in slope computation and design, but its mechanical functions are not always clear in different conditions. Slope rockmass is classified into three types: water-penetration rockmass, water-proof rockmass and compound rockmass. The different functions of underground water, the different methods to describe the functions of underground water and possible problems are discussed.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
1998年第6期662-666,共5页
Chinese Journal of Rock Mechanics and Engineering
基金
国家教委跨世纪优秀人才基金!1996-15
关键词
边坡
地下水
力学作用
岩体
边坡稳定性
slope, underground water, penetrating character, mechanical functions
