Hydro-mechanical-chemical effects on flow properties of Opalinus Clay in CO2LPIE project

IF 7.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Hyunbin Kim , Victor Vilarrasa , Roman Y. Makhnenko
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Abstract

This study investigates the coupled hydro-mechanical-chemcial behavior and multiphase flow properties of Opalinus Clay – a potential caprock candidate for geologic carbon storage. A comprehensive series of laboratory tests is conducted to support the CO2 Long-term Periodic Injection Experiment (CO2LPIE) project at the Mont Terri Underground Rock Laboratory, providing essential parameters for caprock characterization. Facies-dependent poroviscoelastic and transport properties are quantified: the sandy facies exhibit higher drained and unjacketed bulk moduli and permeability than the shaly facies, yet both facies display favorable long-term sealing potential with intrinsic permeability on the order of ∼10−20 m2 and breakthrough pressure of 2–4 MPa. Particular attention is given to the flow properties of the sandy facies under different testing scenarios including the experimental duration, pore pressure difference, fluid types, and saturation history. Long-term injection experiments highlight exponential permeability reduction driven by time-dependent compaction, which is effectively described by a poroviscoelastic model coupled with a power-law porosity-permeability relationship. In contrast, CO2-rich water injection yields relatively stable permeability with only minor irreversible changes likely controlled by fluid-rock interactions, fluid affinity, and electrokinetic effects. Two-phase flow tests further reveal that CO2 displaces water more effectively in the sandy facies, while CO2 relative permeability is insensitive to lithological differences. These findings demonstrate that heterogeneous Opalinus Clay retains strong sealing integrity under coupled hydro-mechanical-chemical conditions and provide critical laboratory insights that complement ongoing in-situ monitoring within CO2LPIE.
CO2LPIE工程中流体-机械-化学对蛋白石粘土流动特性的影响
本文研究了蛋白石粘土的水力-力学-化学耦合行为和多相流特性。蛋白石粘土是一种潜在的地质储碳盖层。为了支持蒙特特里地下岩石实验室的二氧化碳长期周期性注入实验(CO2LPIE)项目,进行了一系列全面的实验室测试,为盖层表征提供了必要的参数。对相相关的孔隙粘弹性和输运特性进行了量化:砂质相比泥质相具有更高的排干和无夹套体积模量和渗透率,但两种相均具有良好的长期密封潜力,固有渗透率约为~ 10−20 m2,突破压力为2-4 MPa。特别关注砂相在不同测试情景下的流动特性,包括实验时间、孔隙压差、流体类型和饱和度历史。长期注入实验表明,随时间变化的压实作用导致渗透率呈指数级下降,这一过程可以用孔隙-粘弹性模型和幂律孔隙-渗透率关系进行有效描述。相比之下,富二氧化碳注水的渗透率相对稳定,只有微小的不可逆变化,可能受流体-岩石相互作用、流体亲和性和电动效应控制。两相流试验进一步表明,CO2在砂质相中驱水效果更好,而CO2相对渗透率对岩性差异不敏感。这些研究结果表明,在流体-机械-化学耦合条件下,非均质蛋白石粘土保持了很强的密封完整性,并为CO2LPIE中持续的原位监测提供了重要的实验室见解。
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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