CO2-水-岩作用后储层力学损伤演化特征研究进展

doi:10.16265/j.cnki.issn1003-3033.2025.07.1636

中国安全科学学报 ›› 2025, Vol. 35 ›› Issue (7): 141-150.doi: 10.16265/j.cnki.issn1003-3033.2025.07.1636

CO₂-水-岩作用后储层力学损伤演化特征研究进展

郝建峰¹^,²(), 张家豪¹^,^**(), 孙维吉³, 梁冰³, 秦冰³, 郭春雨¹

¹ 辽宁工程技术大学矿业学院, 辽宁阜新 123099
² 矿山重大灾害防治与环境修复协同创新中心, 辽宁阜新 123099
³ 辽宁工程技术大学力学与工程学院, 辽宁阜新 123099

收稿日期:2025-03-14 修回日期:2025-05-18 出版日期:2025-07-28
通信作者:
** 张家豪(2002—),男,河南洛阳人,硕士研究生,研究方向为CO₂地质封存。E-mail:15237939832@163.com。
作者简介:

郝建峰 (1991—),男,陕西神木人,博士,讲师,硕士生导师,主要从事瓦斯灾害防治、CO₂地质封存理论与技术方面的研究。E-mail:haojf0417@163.com。
孙维吉教授,
梁冰教授
秦冰副教授
基金资助:
内蒙古自治区科技重大项目(2021ZD0034-2); 国家自然科学基金资助(52074143); 辽宁省教育厅基本科研项目(LJ212410147066); 矿山重大灾害防治与环境修复协同创新中心开放课题(CXZX-2024-13)

Research progress on evolution characteristics of mechanical damage of reservoirs after CO₂-water-rock interaction

HAO Jianfeng¹^,²(), ZHANG Jiahao¹^,^**(), SUN Weiji³, LIANG Bing³, QIN Bing³, GUO Chunyu¹

¹ College of Mining, Liaoning Technical University, Fuxin Liaoning 123099, China
² Collaborative Innovation Center of Mine Major Disaster Prevention and Environmental Restoration, Fuxin Liaoning 123099, China
³ School of Mechanics and Engineering, Liaoning Technical University, Fuxin Liaoning 123099, China

Received:2025-03-14 Revised:2025-05-18 Published:2025-07-28

摘要/Abstract

摘要： 为揭示CO₂地质封存水-岩耦合作用机制,采用文献调研和理论分析方法介绍CO₂-水-岩反应试验条件和方法、CO₂作用后储层物化特性、微观结构演化和力学性质劣化特征等,提出CO₂-水-岩石多场耦合作用方面的关键问题,并总结分析每个关键问题的研究进展。结果表明:CO₂浸泡试验缺乏对不同相态及长期动态溶蚀作用的系统性研究,试验装置难以模拟CO₂在真实储层内的运移特征;CO₂-水-岩反应沉淀生成-运移-粘附机制尚未明确,导致储层孔隙结构演化与力学性质劣化的关联性研究比较薄弱;储层微观结构与宏观力学参数的实质关系尚未建立,制约了多尺度损伤演化模型的构建;储层力学性质劣化模型未充分考虑热-流-固-化-损伤多场耦合作用。

关键词: CO₂地质封存, CO₂-水-岩, 力学性质, 损伤演化, 微观结构

Abstract:

In order to reveal the water-rock coupling mechanism of CO₂ geological storage. This study employed literature research and theoretical analysis to introduce the experimental conditions and methods for CO₂-water-rock reactions, the physicochemical property changes of reservoirs after CO₂ action, the evolution of microstructure, and the deterioration characteristics of mechanical properties. Key issues regarding the multi-field coupling effects of CO₂-water-rock interactions were proposed, and the research progress on each key issue was summarized and analyzed. The results indicate that systematic research on the dissolution effects of CO₂ in different phases and under long-term dynamic conditions is lacking in CO₂ immersion tests. The experimental setups fail to accurately simulate the migration characteristics of CO₂ in real reservoirs. The mechanism governing the generation, transport, and adhesion of precipitates in CO₂-water-rock reactions remains unclear. This leads to limited research on the correlation between pore structure evolution and mechanical property degradation in reservoirs. Furthermore, the substantive relationship between reservoir microstructure and macroscopic mechanical parameters has not yet been established, which hinders the development of multi-scale damage evolution models. Additionally, current models for reservoir mechanical property degradation do not fully account for the multi-field coupling effects of thermal-hydrological-mechanical-chemical-damage interactions.

Key words: CO₂ geological storage, CO₂-water-rock, mechanical properties, damage evolution, microstructure

中图分类号:

X936

郝建峰, 张家豪, 孙维吉, 梁冰, 秦冰, 郭春雨. CO₂-水-岩作用后储层力学损伤演化特征研究进展[J]. 中国安全科学学报, 2025, 35(7): 141-150.

HAO Jianfeng, ZHANG Jiahao, SUN Weiji, LIANG Bing, QIN Bing, GUO Chunyu. Research progress on evolution characteristics of mechanical damage of reservoirs after CO₂-water-rock interaction[J]. China Safety Science Journal, 2025, 35(7): 141-150.

图/表 3

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测试内容	表征技术	关键参数
微观结构和力学性质^[9-10]	纳米CT技术	孔隙结构
	原子力显微镜	有机质的黏附力
	原子力显微镜	黏土的黏附力
	聚焦离子束显微镜	岩石层理定位
	超声波	弹性参数
	纳米压痕技术	微观力学性质
	核磁共振技术	微观结构
	表面物性测试技术	矿物元素及氧化物
	扫描电镜	矿物组分
	X射线荧光光谱仪
	X射线衍射仪
宏观力学性质^[11-12]	单轴压缩试验	弹性模量、泊松比、抗压强度
	三轴压缩试验	弹性模量、泊松比、抗压强度
	巴西劈裂试验	抗拉强度
宏观渗流特性^[13]	压汞试验	孔隙率
宏观渗流特性^[13]	多场耦合渗流试验	渗透率
溶液物性参数^[14]	离子检测盒	矿物离子浓度
溶液物性参数^[14]	pH计	溶液pH值

CO₂-水-岩作用后储层力学损伤演化特征研究进展

Research progress on evolution characteristics of mechanical damage of reservoirs after CO₂-water-rock interaction

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