受控应力-压力-温度条件下破碎橄榄岩碳化过程中的体积响应和渗透性演变

IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL International Journal of Rock Mechanics and Mining Sciences Pub Date : 2024-09-03 DOI:10.1016/j.ijrmms.2024.105886
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引用次数: 0

摘要

橄榄岩(富含橄榄石的岩石)与富含二氧化碳的流体自然反应,最终形成碳酸盐。完全转化需要大量的二氧化碳,这就需要延长流体的流动时间。然而,这些反应也会导致固体体积的大量增加(63%-84%),这就提出了一个问题:在自然界中,这些反应是如何进行的,而过多的固体体积又不会堵塞流体通道?有人认为,结晶压力的发展导致反应驱动的断裂,有利于不断产生新的通道,使反应得以推进。如果确实如此,就可以将工业捕获的二氧化碳注入橄榄岩中进行永久封存。然而,这种压裂机制尚未在实验中重现。在此,我们报告了在一维测井容器内对预压实的奥海姆橄榄岩粉末(橄榄石含量为88%)进行的九次反应性流经实验,以同时测量轴向变形和渗透性的发展。试验在 150 °C 和 1-15 MPa 的有效轴向应力条件下进行。在使用 10 兆帕的去离子水进行初始流量测量(期间渗透率和变形保持不变)之后,样品开始接触反应流体的流入。样品在二氧化碳饱和盐水/水或 NaHCO3 饱和溶液中出现轻微压实(0-0.38%),而渗透率则从 10-16-10-17 m2 下降到 10-20-10-21 m2。微观结构和化学分析表明,发生碳化的反应区孔隙率急剧下降。暴露在 NaHSO4 溶液(酸化,但没有碳化)中的参照样品反而显示出略微增加的渗透性,从 3 × 10-17 m2 增加到 8.2 × 10-17 m2,与 0.05 % 的压实应变有关。综合上述观察结果,橄榄石在晶粒接触处溶解,导致轻微的机械压实,随后碳酸盐在剩余孔隙内沉淀,堵塞了传输路径,从而降低了渗透性。这表明,在地下条件下,橄榄石碳化后体积增大的沉淀会在实验室时间尺度上堵塞传输路径,严重限制反应速率,从而限制结晶压力发展和反应驱动断裂的潜力。
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Volumetric response and permeability evolution during carbonation of crushed peridotite under controlled stress-pressure-temperature conditions

Peridotites (olivine-rich rocks) naturally react with CO2-rich fluids to eventually form carbonates. Complete conversion involves incorporation of substantial amounts of CO2, which requires prolonged fluid flow. Yet, these reactions also cause a large increase in solid volume (63–84 %), raising questions on how they proceed in nature without this excess solid volume clogging fluid pathways. It has been suggested that reaction-driven fracture, caused by development of crystallization pressure, facilitates continual creation of new pathways, allowing reaction to advance. If indeed so, this could enable injection of industrially captured CO2 into peridotites for permanent sequestration. However, such a fracturing mechanism has not been reproduced experimentally. Here, we report nine reactive flow-through experiments, performed on pre-compacted Åheim dunite powder (∼88 % olivine) inside a 1D oedometer vessel, to simultaneously measure axial deformation and permeability development. Tests were performed at 150 °C and effective axial stresses of 1–15 MPa. After initial flow measurements using deionized water at 10 MPa, during which permeability and deformation remained unchanged, the samples were exposed to inflow of reactive fluid. Samples subjected to CO2-saturated brine/water or NaHCO3-saturated solution showed minor compaction (0–0.38 %), while permeability decreased from 10−16-10−17 to 10−20-10−21 m2. Microstructural and chemical analyses demonstrate a drastic reduction in porosity of the reaction zone where carbonation occurred. A reference sample exposed to NaHSO4 solution (acidification, but no carbonation) instead showed slightly increased permeability, from 3 × 10−17 to 8.2 × 10−17 m2, associated with 0.05 % compaction strain. Combined, the observations suggest dissolution of olivine at the grain contacts, leading to minor mechanical compaction, followed by precipitation of carbonates inside the remaining pores, clogging transport paths and thus reducing permeability. This indicates volume-increasing precipitation upon olivine carbonation under subsurface conditions clogs transport paths at laboratory timescales, severely limiting reaction rates and thus potential for crystallization pressure development and reaction-driven fracture.

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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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