基于有限元法的堤防渗透稳定及抗滑稳定计算  

Calculation of Embankment Seepage Stability and Sliding Stability Based on Finite Element Method

作　　者：张泽 ZHANG Ze

机构地区：[1]山西省水利水电勘测设计研究院有限公司,山西太原030024

出　　处：《山西水利科技》2023年第4期7-10,共4页Shanxi Hydrotechnics

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.

关 键 词：御河 堤防 有限元法 渗透稳定 抗滑稳定 

分 类 号：TV223.4[水利工程—水工结构工程]