【摘要】 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 ,着重对汾河二库大坝的深层抗滑稳定进行了分析探讨更多还原

【Abstract】 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.更多还原