摘要
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 a seepage tensor for rock masses with three sets of joint is present ed. A FEM program of coupled elastic-viscoplatic deformation and flow analysis is compiled. and some numerical results about a slope example are given.
关键词
节理
岩体
渗流
耦合性质
变形
ioint
rock mass
deformation
seepage percolation
coupling
