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岩体不连续面的剪切渗流特性分析

Analysis of Shearing Leakage Characteristics of Un-continuous Face of Rock Mass
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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.
作者 杨国宏 刘卫
出处 《城市道桥与防洪》 2004年第3期47-50,共4页 Urban Roads Bridges & Flood Control
关键词 裂隙岩体 地下水 剪切渗流试验 渗透系数 裂隙分布 剪切位移 crack, rock mass, underground water, test of shearing leakage
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