各向异性孔弹性的多孔扩展:与微观力学的联系

IF 3.4 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Filip P. Adamus, David Healy, Philip G. Meredith, Thomas M. Mitchell
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引用次数: 0

摘要

我们试图将孔弹性理论与微观力学的有效介质理论之间的关系正规化。这两种方法的假设条件各不相同,但都可以通过考虑材料的非排水响应将两者联系起来;这也是本文的主要重点。为了分析孔弹性与微观力学之间的联系,我们并不局限于 Biot 的原始理论。相反,我们考虑了各向异性孔弹性的多孔扩展,在这种情况下,孔隙流体压力可能会在相关块体介质中发生变化。因此,材料中的任何不均匀性并不一定相互关联;相反,它们可能形成孤立的孔隙集,由不同的孔弹性参数和流体压力来描述。我们尝试将有效方法纳入类比奥特理论,研究各种微结构的孔弹性响应。我们展示了这种实施有效的案例,以及其他似乎存在问题的案例。在微机械分析过程中,我们推导出了圆柱横向各向同性的一种特殊情况--这种情况在传统的实验室三轴试验中很常见--其中对称性是由成组排列的裂纹引起的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Multi-porous extension of anisotropic poroelasticity: Linkage with micromechanics

Multi-porous extension of anisotropic poroelasticity: Linkage with micromechanics

We attempt to formalise the relationship between the poroelasticity theory and the effective medium theory of micromechanics. The assumptions of these two approaches vary, but both can be linked by considering the undrained response of a material; and that is the main focus of the paper. To analyse the linkage between poroelasticity and micromechanics, we do not limit ourselves to the original theory of Biot. Instead, we consider a multi-porous extension of anisotropic poroelasticity, where pore fluid pressure may vary within the bulk medium of interest. As a consequence, any inhomogeneities in the material are not necessarily interconnected; instead, they may form isolated pore sets that are described by different poroelastic parameters and fluid pressures. We attempt to incorporate the effective methods inside Biot-like theory and investigate the poroelastic response of various microstructures. We show the cases where such implementation is valid and the others that appear to be questionable. During micromechanical analysis, we derive a particular case of cylindrical transverse isotropy—commonly assumed in conventional laboratory triaxial tests—where the symmetry is induced by sets of aligned cracks.

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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.
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