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Strain localization in fluid-saturated anisotropic elastic-plastic porous media with double porosity

机译:双重孔隙的流体饱和各向异性弹塑性多孔介质中的应变局部化

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Double porosity models applied to fissured rocks distinguish the role of the pores, which provide storage for the fluid, from that of the fluid, from that of the fissures, which provide most of the permeability. Analyses on the subject so far have considered elastic isotropic solid skeletons. One purpose of this work is to formulate, within the context of mixture theory, a double porosity framework including first anisotropic elastic solid skeletons and next anisotropic elastic-plastic solid skeletons. The framework apples to fissured rocks and partially saturated soils as special cases. For fissured rocks, fluid mass transfers between pores and fissures and scale segregation between these two types of cavities are accounted for. For partially saturated soils, the effects of surface tension and a different spatial organization of fluids are included. Then, whatever the type and degree of anisotropy, the onset of strain localization in the double porosity mixture is shown to be coincident with that of the underlying drained solid. This result thus generalizes previous findings for single porosity mixtures.
机译:应用于裂隙岩石的双重孔隙度模型将孔隙的作用与提供大部分渗透性的裂缝的储层区别开来。到目前为止,对该主题的分析已经考虑了弹性各向同性的固体骨架。这项工作的目的是在混合理论的背景下制定一个双重孔隙度框架,包括第一个各向异性的弹性固体骨架和第二个各向异性的弹塑性固体骨架。在特殊情况下,框架苹果会裂开岩石和部分饱和的土壤。对于裂隙岩石,要考虑孔隙和裂隙之间的流体传质以及这两类型腔之间的水垢分离。对于部分饱和的土壤,包括表面张力和流体的不同空间组织的影响。然后,无论各向异性的类型和程度如何,双孔隙率混合物中应变局部化的开始都与下面的排水固体相一致。因此,该结果概括了单一孔隙率混合物的先前发现。

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