各向异性孔弹性的多孔扩展:固结和相关系数

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

摘要

我们提出了各向异性孔弹性理论的一般化。在大尺度上,介质被视为准静态介质,这是 Biot 最初的假设。在较小尺度上,我们将不同的孔隙或裂缝区分开来,这些孔隙或裂缝具有不同的流体压力,这是艾凡提斯最初的孔弹性扩展。因此,瞬时变形和随时间变化的变形都会导致每组孔隙中流体含量的变化。我们假定固体基质和孔隙组都具有各向异性,并提出了这种现象的方程。我们提出了新的孔弹性系数,这些系数在我们的扩展中将固相和流体相联系起来,并确定了它们的物理意义。为了证明我们的方程的实用性并强调新系数的意义,我们对三孔隙固结进行了数值模拟。这些模拟揭示了弱连接孔隙集排水行为中的正孔隙压力瞬态,这些瞬态可能导致材料的机械削弱。
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: Consolidation and related coefficients

Multi-porous extension of anisotropic poroelasticity: Consolidation and related coefficients

We propose the generalization of the anisotropic poroelasticity theory. At a large scale, a medium is viewed as quasi-static, which is the original assumption of Biot. At a smaller scale, we distinguish different sets of pores or fractures that are characterized by various fluid pressures, which is the original poroelastic extension of Aifantis. In consequence, both instantaneous and time-dependent deformation lead to fluid content variations that are different in each set. We present the equations for such phenomena, where the anisotropic properties of both the solid matrix and pore sets are assumed. Novel poroelastic coefficients that relate solid and fluid phases in our extension are proposed, and their physical meaning is determined. To demonstrate the utility of our equations and emphasize the meaning of new coefficients, we perform numerical simulations of a triple-porosity consolidation. These simulations reveal positive pore pressure transients in the drained behaviour of weakly connected pore sets, and these may result in the mechanical weakening of the material.

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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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