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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 the basic principles of mechanics and equivalent principles. The definition of some physical quantities in hydraulic equivalent continuous media of fractured rock masses is summarized. Among them, the osmotic force was discussed from the two aspects of the force movement effect and the corresponding stress state. It was proved that the inevitability of the osmotic force movement effect in the hydraulic equivalent continuum and the consistency of the nature of the corresponding stress state.