摘要
利用有限元法对山西省大同市御河下游生态修复工程中的1级堤防进行了渗透稳定及抗滑稳定计算,阐述了计算原理与计算过程,最后得出计算结果,为同类型项目提供一定参考。
The finite element method was used to calculate the seepage stability and sliding stability of the first level embankment in the ecological restoration project of the lower reaches of the Yuhe River in Datong City,Shanxi Province.The calculation principle and process were explained.The calculation results could provide reference for similar projects.
出处
《山西水利科技》
2023年第4期7-10,共4页
Shanxi Hydrotechnics
关键词
御河
堤防
有限元法
渗透稳定
抗滑稳定
the Yuhe River
embankment
finite element method
seepage stability
sliding stability
