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

作　　者：徐唯强 刘涛[1] 刘震震 XU Wei-qiang;LIU Tao;LIU Zhen-zhen

机构地区：[1]中水东北勘测设计研究有限责任公司,吉林长春130021

出　　处：《东北水利水电》2023年第6期44-46,72,共4页Water Resources & Hydropower of Northeast China

摘　　要：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.

关 键 词：水电站 混凝土坝 稳定计算 三维有限元法 刚体极限平衡法 

分 类 号：TV123[水利工程—水文学及水资源]