摘要
从对公路岩土边坡产生破坏的机理分析出发 ,阐明岩坡破坏应当具备的一些充要条件 ,指出岩坡失稳是岩坡分离部分中储存的各种形式能转化为动能 ,从而使分离体发生运动位移的结果。
Several necessary and sufficient conditions of side slope destruction is elaborated started from its cause analysis, and author points out that the transformation from all kinds of energy stored in separated parts to kinetic energy, which process makes a locomotion of separated body results in unsteadiness of rock slope.
出处
《山西建筑》
2004年第19期57-58,共2页
Shanxi Architecture
关键词
公路
岩土
边坡
破坏
highway, rock soil, side slope, destruction