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Coupled Hydro-Mechanical Upscaling for a Deformable Fractured Porous Medium: The Biot Coefficients Moduli Related to the Matrix-Cracks System

机译:耦合水力机械升高的可变形裂缝多孔介质:与基质裂缝系统相关的BIOS系数和模态

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A methodology for upscaling 3D coupled Hydro-Mechanical (HM) properties of fractured porous rocks is developed theoretically and tested on synthetic fractured rock samples. We consider the case of water-saturated elastic rock modeled as a deformable porous matrix with deformable cracks filled with compressible water. The upscaling is a strain superposition method, in which the local strains in the matrix and in the cracks are superimposed under the effect of a frozen "effective" stress field. Given the geometric and coupled hydro-mechanical properties of the matrix and cracks, the superposition method yields a system of upscaled continuum laws with equivalent tensorial mechanical and HM coefficients. We obtain in the fluid production equation a "second" Biot coefficient, B_(ij(~(II) and two distinct Biot moduli, M~(I) and M~(II). The theoretical tensorial expressions are then specialized to the case of isotropic crack systems and are tested by running 3D upscaling "experiments" on synthetic, statistically homogeneous and isotropic, Poissonian crack systems.
机译:理论上,在理论上进行骨折多孔岩石的升高3D耦合水力 - 机械(HM)性能的方法,并在合成骨折岩石样品上进行测试。我们考虑用填充可压缩水的可变形裂缝模拟的水饱和弹性岩石模型的情况。升级是一种应变叠加方法,其中基质和裂缝中的局部菌株在冷冻的“有效”应力场的作用下叠加。鉴于基质和裂缝的几何和耦合水力 - 机械性能,叠加方法产生具有等效张于机械和HM系数的上部连续核定律的系统。我们在流体生产方程中获得“第二”Biot系数,B_(IJ(〜(II)和两个不同的BIOT Moduli,M〜(I)和M〜(II)。然后专门为案例进行理论姿态表达式各向同性裂缝系统并通过在合成,统计上均匀和各向同性,泊松裂缝系统上运行3D Upscaling“实验”来测试。

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