西安工程大学学报2011，Vol.25Issue(1)：60-63,4.
岩质边坡楔形体破坏的稳定性分析
The stability analysis of wedge-shaped rock slope
摘要
Abstract
In order to determine the occurrence of rock slope stability with wedge failure more accurately, the wedge-shaped body equilibrium condition by the force was analyzed by limit equilibrium theory, and the safety coefficient of wedge-shaped body was derived. Through the analysis of typical slope, the coefficient of stability was obtained. This method has good adaptability, easy computing, it can be popularized to engineering.关键词
岩土工程/岩质边坡/楔形体破坏/稳定性分析分类
交通工程引用本文复制引用
卢元鹏,王思长,倪媛..岩质边坡楔形体破坏的稳定性分析[J].西安工程大学学报,2011,25(1):60-63,4.基金项目
陕西省自然科学基金资助项目(2007E204) （2007E204）
