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应用边界元数值方法模拟研究水平钻孔疏干边坡地下水的动态过程。分析表明 ,岩体的渗透系数 (大小与张量 )、可疏干孔隙率对排水动态过程及疏干效果的影响十分显著。文中结论为边坡疏干排水设计提供了理论依据。
Application of Boundary Element Numerical Method to Study the Dynamic Process of Horizontal Drilling to Dredge Slope Groundwater. The analysis shows that the permeability coefficient (size and tensor) of the rock mass and the porosity that can be dredged have significant effects on the dynamic process of drainage and the drainage effect. The conclusion in this paper provides a theoretical basis for slope drainage and drainage design.