The self-healing property of rock salt damage in underground gas storage: A review

IF 7.9 Q1 ENGINEERING, MULTIDISCIPLINARY
Junsong Chang , Yaodong Qi , Ruixuan Yang , Tian Hao
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引用次数: 0

Abstract

Deep underground energy storage represents a crucial avenue for future energy reserve development. Rock salt is globally acknowledged as an optimal medium for energy storage due to its good creep, low permeability, and self-healing capabilities. However, underground compressed air salt caverns are susceptible to damage due to disturbances such as injection and production pressure, leading to increased permeability and compromising the sealing and stability of the reservoir. Rock salt exhibits strong self-healing capabilities and can recover under favorable conditions. This study examines the progress of research on the self-healing characteristics of rock salt damage and systematically reviews the mechanisms, influencing factors, and constitutive models of rock salt self-healing. The primary factors influencing rock salt self-healing include pressure, temperature, humidity, damage, and microstructure. Pressure and humidity facilitate rock salt self-healing, whereas temperature and damage exhibit threshold-dependent effects on the process. Crack tips, necking regions, and surface impurity zones of the crystal are particularly susceptible to healing. The self-healing constitutive models of rock salt were systematically reviewed, and key research challenges and future directions were discussed to provide critical references for ensuring the long-term stability and safe operation of underground rock salt gas storage.
地下储气库岩盐损伤自愈特性研究进展
深层地下储能是未来能源储备发展的重要途径。岩盐具有良好的蠕变、低渗透率和自愈能力,是全球公认的最佳储能介质。然而,地下压缩空气盐穴容易受到注入压力和生产压力等干扰的破坏,从而导致渗透率增加,影响储层的密封性和稳定性。岩盐具有较强的自愈能力,在有利条件下可以恢复。本文综述了岩盐损伤自愈特性的研究进展,系统综述了岩盐自愈的机理、影响因素和本构模型。影响岩盐自愈的主要因素包括压力、温度、湿度、损伤和微观结构。压力和湿度促进岩盐的自愈,而温度和损伤对这一过程表现出阈值依赖性。裂纹尖端、颈缩区和晶体表面杂质区特别容易愈合。系统综述了岩盐自愈本构模型,探讨了岩盐地下储气库长期稳定安全运行的关键研究挑战和未来发展方向。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Results in Engineering
Results in Engineering Engineering-Engineering (all)
CiteScore
5.80
自引率
34.00%
发文量
441
审稿时长
47 days
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