摘要
本文在“充填模型”的基础上研究了节理面的变形和渗流特性。通过理论公式与试验数据的拟合表明:在通常工程实战所能遇到的应力水平上,本模型具有一定的合理性,可以应用到节理岩体的变形与渗流的耦合分析中去。
In this paper, both deformation and seepage characteristics of rock joint are studied on the basis of the filling model presented by the authors. Curve fitting of the theory results with experiment data shows that the proposed model is reasonable at the ordinary stress level in engineering practices, so it can put a use into the coupled deformation and flow analysis of jointed rock masses.
关键词
节理
渗流
耦合
岩体
joint
deformation
seepage flow percolation
coupling
