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Hydraulic conductivity and mechanical stiffness tensors for variably saturated true anisotropic intact rock matrices, joints, joint sets, and jointed rock masses

机译:可变饱和度的真实各向异性完整岩石矩阵,节理,节理集和节理岩体的导水率和机械刚度张量

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摘要

A series of global hydraulic conductivity and mechanical stiffness tensors for variably saturated true anisotropic intact rock matrices, joints, joint sets, and jointed rock masses is formulated to expand the fully coupled poroelastic governing equations presented by Kim (2004) for groundwater flow and solid skeleton deformation in porous geologic media to those for fractured and fractured porous geologic media. The global hydraulic conductivity tensors are derived from the local hydraulic conductivity tensors using coordinate transformation on the basis of the generalized Darcy’s law. The global mechanical stiffness tensors are then derived from the local or global mechanical compliance tensors using coordinate transformation on the basis of the generalized Hooke’s law.
机译:公式化了一系列针对整体饱和的真实各向异性完整岩石矩阵,节理,节理集和节理岩体的整体水力传导率和机械刚度张量,以扩展Kim(2004)提出的地下水流动和固体骨架的完全耦合的孔隙弹性控制方程式。在多孔地质介质中的变形为裂缝性和破裂性多孔地质介质的变形。全局导水率张量是根据广义达西定律使用坐标变换从局部导水率张量导出的。然后,根据广义胡克定律,使用坐标变换从局部或全局机械柔量张量中得出全局机械刚度张量。

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