裂隙岩体的渗透张量与裂隙法向应力关系研究
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摘要: 本文在讨论裂隙岩体渗透张量的基础上,利用试验得到的混凝土结构面变形曲线,得出裂隙岩体渗透张量与法向应力的关系式,并简单地讨论了岩体应力场的变化对裂隙岩体渗透张量的影响。Abstract: On the basis of discussing the fractured rock mass's permeability tensor, the formula of fractured rock mass's permeability tensor and its normal stress was obtained with the test deformating curve of fractured concrete block. And the affection of fractured rock mass's permeability tensor was simply discussed with rock mass stresses change.
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