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本文针对三组节理的岩体,推导了渗透张量的一般形式。利用这些结果,编制了节理岩体的弹粘塑性变形和渗流耦合分析的有限元程序,并针对某边坡工程实例进行了计算分析。
In this paper, the general form of permeability tensor is deduced for three groups of rock masses. Based on these results, the finite element program of coupled elastic - plastic deformation and seepage - coupled analysis of jointed rock mass was developed. The calculation and analysis of some slope engineering examples were carried out.