摘要
通过工程地质勘察,查明了永寿寺边坡的工程地质条件,在此基础上进行了岩质边坡工程地质分类以及边坡变形破坏机理分析。综合运用赤平极射投影法和极限平衡法对边坡的稳定性进行了分析计算并作出了稳定性评价。
Engineering geological conditions of the slope are identified through engineering geological investigations.On this basis,rock slope engineering geological classification,slope deformation and failure mechanism analysis are carried out.The stereographic projection method and limit equilibrium method has been jointly used to analysis and calculation on slope stability,and stability evaluation is performed.
出处
《四川水力发电》
2011年第5期71-73,184,共3页
Sichuan Hydropower
关键词
岩质边坡
稳定性评价
赤平极射投影法
极限平衡法
永寿寺
rock slope
stability evaluation
stereographic projection method
limit equilibrium method
