某重力坝复杂基础深层抗滑稳定分析  

Anti-sliding Stability Analysis of One Gravity Dam on Complex Foundation

作　　者：王子健 陈志扬 Wang Zijian;Chen Zhiyang(Zhejiang Design Institute of Water Conservancy & Hydro-electric Power, Hangzhou Zhejiang, 310002, China)

机构地区：[1]浙江省水利水电勘测设计院,浙江杭州310002

出　　处：《科技创新导报》2017年第14期45-48,50,共5页Science and Technology Innovation Herald

摘　　要：复杂基础的重力坝深层抗滑稳定计算是重力坝设计或复核的重难点。常规的刚体极限平衡法无法准确客观地寻找到最危险滑动面,该文以浙江省某水库重力坝为例,采用基于强度折减法的有限元分析,对正常蓄水位、设计洪水位和校核洪水位这三种工况分别进行了数值计算,计算稳定安全系数均能满足设计要求。通过本文实例,希望能为今后的类似工程设计提供一定的借鉴作用。Anti-sliding stability analysis of gravity dam on complex foundation is a key point in gravity dam design.Regular limited equilibrium method can’t help to find the most dangerous failure surface exactly and objectively.In this paper,anti-sliding stability analysis of a gravity dam in Zhejiang is simulated by FEM under three different conditions,based on strength reduction method.Results show that the calculating safety factors meet specification requirements.The study results provide a reference for similar projects.

关 键 词：重力坝 抗滑稳定 有限元 强度折减法 复杂基础 

分 类 号：TV22[水利工程—水工结构工程]