摘要
在传统的基质吸力计算模型基础上,增加时间维变量,从而实现了基质吸力的动态计算,并将该方法应用于某露天矿边坡工程实例,为进一步边坡稳定性动态评价研究提供了依据。
Based on the traditional method for the matric suction calculation, the time-dimension was taken into consideration to realize the dynamic calculation of matric suction. This dynamic simulation method was applied to an open pit slope, provide a foundation for further dynamic evaluation research of slope stability.
出处
《现代矿业》
CAS
2010年第3期78-80,共3页
Modern Mining
关键词
基质吸力
降雨入渗
非饱和渗流
动态评价
数值模拟
Matric suction
Rainfall infiltration
Unsaturated seepage
Dynamic evaluation
Numerical simulation
