摘要
基于流体力学的基本理论和二维岩体裂隙网络渗流原理 ,推广得到了三维岩体裂隙网络渗流基本方程。将三维岩体裂隙网络渗流理论及有限元数值方法应用于主干岩体裂隙网络渗流分析中 。
Based on the principle of fluid mechanics, the basic equation of three-dimensional seepage through fracture network in rock mass is deduced. The corresponding finite element method is also proposed and applied to the analysis of seepage through main fracture network in rock mass, which shows the applicability of the proposed approach.
出处
《水动力学研究与进展（A辑）》
CSCD
北大核心
2003年第4期459-462,共4页
Chinese Journal of Hydrodynamics
基金
国家自然科学基金资助项目 ( 10 2 0 2 0 15 )
关键词
流体力学
岩体三维主干裂隙网络
渗流分析
有限元法
数值分析
three-dimensional fracture network in rock mass
seepage analysis
finite element method
main fracture network
