用被动抗力法分析大坝抗滑稳定初探

Analyzing the Stability against Siding of Dam with the Passive Resistance Method

本文在传统的混凝土重力坝坝体抗滑稳定计算方法的基础上 ,根据汾河二库大坝的基础特征 ,用极限平衡法中的被动抗力法 。

Based upon the traditional computation method of the stability against sliding of the concrete gravity dam, the stability against sliding of the dam in deep layer was emphatically analyzed for the dam of the Fenhe ReservoirⅡ with the passive resistance method which is included in the method of limit equilibrium according to the foundation characteristics of the dam of the Fenhe ReservoirⅡ.