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张家湾水库大坝的渗流和稳定分析
引用本文:郭家朋.张家湾水库大坝的渗流和稳定分析[J].岩土工程技术,2014(1):29-32.
作者姓名:郭家朋
作者单位:宿州市水利水电建筑勘测设计院,安徽宿州234000
摘    要:以张家湾水库大坝为例,运用有限单元法对除险加固后均质土坝的渗流进行分析计算,同时运用瑞典圆弧滑动法和简化Bishop法对均质土坝的坝体稳定进行分析计算,在此基础上对水库大坝进行了渗流安全评价和稳定安全评价.

关 键 词:均质土坝  渗流  抗滑稳定  瑞典条分法  有限单元法

The Analysis of the Seepage and the Stability of the Zhangjiawan Reservoir Dam
Guo Jiapeng.The Analysis of the Seepage and the Stability of the Zhangjiawan Reservoir Dam[J].Geotechnical Engineering Technique,2014(1):29-32.
Authors:Guo Jiapeng
Institution:Guo Jiapeng(Suzhou Water Planning and Designing Institute, Suzhou 234000, Anhui, China)
Abstract:This paper takes Zhangjiawan reservoir dam as an example to analyse the seepage stability by using finite element method and the slope stability by using the Swedish circle method and the Bishop method of the homogeneous earth darr.On this base evaluating the safety and the seepage and slippage resistivity of the Zhangjiawan reservoir dam.
Keywords:homogeneous earth dam  seepage  slippage stagbility  Swedish circle method  finite element method
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