摘要
针对软弱结构面走向与坝轴线相交这一重力坝深层抗滑稳定分析中比较普通的情况，在对滑动体所受到的侧向阻力作用机理进行分析的基础上，计入侧向阻力。
It is the frequent case that the trend of Weak structural Plane is intercepted to the dam axis. Based on the analysis of acting mechanism of lateral resistance on the sliding mass,this paper studies dam stability against deep sliding in the case of three dimension. Finally, an example comsidering the influence of lateral resistance is given for hydraulic engineering.
出处
《西北水资源与水工程》
1996年第4期1-5,共5页
Northwest Water Resources & Water Engineering
