Hydro‐Mechanical Modelling of Gas Migration in Bentonite: Formulation and Laboratory‐Scale Validation

IF 3.6 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Desmond Talamwin Sunkpal, Mamadou Fall
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Abstract

Gas generation and migration in bentonite buffer materials are critical processes affecting the performance of deep geological repositories for radioactive waste. This study presents a new hydro‐mechanical formulation for simulating gas migration in saturated, compacted bentonite, with particular emphasis on the role of non‐uniform stress fields at the laboratory scale. The objective is to establish and evaluate a mechanistically consistent numerical framework capable of reproducing key gas migration features observed in controlled experiments. The proposed formulation incorporates a stress‐dependent intrinsic permeability law in which permeability evolution is governed by the differential pressure between gas pressure and the minimum principal stress. This approach provides a continuous representation of the transition from background two‐phase flow to stress‐activated, dilatancy‐controlled gas migration. To account for heterogeneity associated with spatial variations in dry density, a random distribution of elastic properties is incorporated into the model. Gas transport is represented using a dual‐continuum framework in which preferential pathways emerge implicitly through constitutive coupling, without prescribing discrete fractures or explicit pathway geometries. The model is implemented and validated against gas injection tests on Mx80 bentonite conducted under constant‐volume. Simulated gas fluxes, pore pressures, and stress responses show good agreement with experimental observations. The results demonstrate that incorporating non‐uniform stress fields is essential for reproducing localized dilatancy and non‐uniform gas flow at the laboratory scale. The proposed framework provides a robust basis for modelling stress‐controlled gas migration in bentonite and forms a foundation for future upscaling to larger‐scale experiments and repository conditions.
膨润土中气体迁移的水力力学模型:配方和实验室规模验证
膨润土缓冲材料中的气体生成和运移是影响放射性废物深层地质处置库性能的关键过程。本研究提出了一种新的流体力学公式,用于模拟饱和、压实膨润土中的气体运移,特别强调了实验室尺度上非均匀应力场的作用。目标是建立和评估一个力学上一致的数值框架,能够再现在对照实验中观察到的关键气体运移特征。所提出的公式包含应力依赖的固有渗透率定律,其中渗透率演化受气体压力和最小主应力之间的压差控制。这种方法提供了从背景两相流到应力激活、膨胀控制的气体运移的连续表示。为了考虑与干密度空间变化相关的异质性,弹性特性的随机分布被纳入模型。气体输运使用双连续体框架来表示,其中通过本构耦合隐含地出现优先路径,而不需要规定离散裂缝或明确的路径几何形状。该模型通过Mx80膨润土在等体积条件下的注气试验进行了实现和验证。模拟的气体通量、孔隙压力和应力响应与实验结果吻合良好。结果表明,加入非均匀应力场对于再现实验室尺度下的局部膨胀和非均匀气体流动至关重要。所提出的框架为模拟膨润土中应力控制的气体迁移提供了坚实的基础,并为未来升级到更大规模的实验和储库条件奠定了基础。
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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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