摘要
分析了花岗岩类土质高边坡稳定性及其稳定性控制因素,结果表明,坡体中隐藏的结构面对边坡的稳定性有很强的控制作用。其边坡破坏分为:平面形破坏,崩塌破坏,圆弧形破坏。当坡体中有对边坡稳定性起控制作用的结构面时,边坡以平面形破坏、崩塌破坏为主,反之,则以圆弧形破坏为主。
Granite soil high slope stability and its control factors are analyzed.It is shown from the result that the hidden structural face in slope has very strong control effect on slope stability.Slope failure includes plane damage,damage from collapse and arch damage.When there is structural face controlling slope stability in the slope,slope failure is mainly of plane damage and damage from collapse.Contrarily,it is mainly of arch damage.
出处
《路基工程》
2010年第4期149-150,共2页
Subgrade Engineering
