摘要
本文以湖北大冶铜录山铜矿注浆帷幕工程涉及到的边坡稳定性为例，对地下水渗流进行了边界元分析，并根据计算所得地下水的水头，对边坡稳定性作了分析。结果表明，注浆后帷幕段整体边坡是稳定的。
Taking the slop of a curtain grouting project in a mine in Hubei as example,the boundary element analysi of seepage flow of ground water was carried out.Calculatedground water head distribution was used in the slope stability analysis,concluding that theentire slope in the grounted curtain section was stable.
出处
《矿业研究与开发》
CAS
北大核心
1994年第1期29-35,共7页
Mining Research and Development
关键词
边坡稳定
边界元法
地下水渗流
Slope stability analysis,Boundary element method,Seepage flow ofground water
