摘要
本文研讨裂隙岩体中水与应力的相互作用机理和岩体节理的剪切渗流特性 。
The paper studies and discusses the interaction mechanism of water and stress in crack rock mass as well as the shearing leakage characteristics of rock mass. It also obtains the relation of the forced status and leakage coefficient as well as leakage flow of rock mass through analyzing the leakage theory of un continuous face of rock mass and the test study. At the same time, it obtains the conclusion that the permeability of un continuous face of rock mass will be obviously enlarged with shearing development.
出处
《城市道桥与防洪》
2004年第3期47-50,共4页
Urban Roads Bridges & Flood Control