桓仁水电站24号坝段深层抗滑稳定分析

Analysis on deep anti-sliding stability of No.24 dam section of Huanren Hydropower Station

本文结合桓仁水电站坝址区地质条件及工程布置情况,分别采用有限元方法和材料力学法对桓仁水电站24号坝段进行了深层抗滑稳定分析。分析结果表明,24号坝段深层抗滑稳定满足现行规范要求,可为同类型工程遇到类似地质条件提供设计参考。

Based on the geological condition and engineering layout of Huanren Hydropower Station,this paper analyzes the deep anti-sliding stability of No.24 dam section of Huanren Hydropower Station by using finite element method and material mechanics method respectively.The analysis results show that the deep anti-sliding stability of No.24 dam section meets the requirements of the current code,which can provide reference for the design of similar geological conditions encountered by the same type of engineering.