摘要
首先讨论了岩石节理的渗流立方定理及其适用条件，然后从渗流与变形耦合的角度，论述了节理的开度性质，并提出了适用于一般节理的渗流广义立方定理，最后用有限元数值模拟方法验证了广义立方定理。
his paper discusses the conventional cubic law and its adaptiveness, then from the angle of coupling between hydraulic conductivity and deformation, elaborates the character of the aperture of joints, and proposes a generalized cubic law which is suitable for natural rock joints. Finally, the paper gives a verification of the generalized cubic law by using numerical simulation of finite element method.
出处
《岩土力学》
EI
CSCD
1996年第4期1-7,共7页
Rock and Soil Mechanics
基金
国家八.五攻关项目子课题
