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。
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.
出处
《岩土工程技术》
2014年第1期29-32,共4页
Geotechnical Engineering Technique
关键词
均质土坝
渗流
抗滑稳定
瑞典条分法
有限单元法
homogeneous earth dam
seepage
slippage stagbility
Swedish circle method
finite element method
