摘要
基于力学基本原理和等效原则.总结了裂隙岩体水力等效连续介质中一些物理量的定义。其中,从力的运动效果和对应应力状态性质两方面讨论了渗透作用力,证明了水力等效连续介质中渗透作用力运动效果等效的必然性和对应应力状态性质的一致性。
Based on mechanical principles and the relevant equivalent conventions, some fundamentalquantities were evaluated in hydromechanically equivalent continuum model for fractured rock masses. Theemphasis was paid on the seepage force in terms of its contribution to the motion in media and property of stressstates induced by seepage.
出处
《岩土力学》
EI
CAS
CSCD
1997年第4期13-17,共5页
Rock and Soil Mechanics
基金
国家自然科学基金!59544010
关键词
裂隙岩体
水力行为
等效连续介质
渗透作用力
hydromechanical behaviours of fractured rock mass
equivalent continuum model
seepage force