岩土力学 ›› 2026, Vol. 47 ›› Issue (9): 3041-3051.doi: 10.16285/j.rsm.2025.1101CSTR: 32223.14.j.rsm.2025.1101

• 基础理论与实验研究 • 上一篇    下一篇

CO2−盐水−岩石反应对盖层突破压力影响的试验研究

王兴华1, 2,程鹏举3,侯赟璐3,靳军1, 2,高文彬3, 谭永胜3,张琦1, 2,李琦3   

  1. 1. 中国石油新疆油田公司,新疆 克拉玛依 834000;2. 新疆维吾尔自治区油气田环保节能工程研究中心,新疆 克拉玛依 834000; 3. 中国科学院武汉岩土力学研究所 岩土力学与工程安全全国重点实验室,湖北 武汉 430071
  • 收稿日期:2025-10-15 接受日期:2026-03-31 出版日期:2026-09-11 发布日期:2026-09-01
  • 通讯作者: 程鹏举,男,1992年生,博士,助理研究员,主要从事CCUS场地多场多相渗流理论与技术研究。E-mail: pjcheng@whrsm.ac.cn
  • 作者简介:王兴华,男,1986年生,硕士,高级工程师,主要从事油气田环境监测与评价研究。E-mail: wangxh_xj@petrochina.com.cn
  • 基金资助:
    湖北省自然科学基金(No.JCZRQN202500299);中国博士后基金(No.2025M770440);国家自然科学基金(No.42502253,No.12302344)。

Experimental study of the effect of CO2-brine-rock interactions on the breakthrough pressure of caprock

WANG Xing-hua1, 2, CHENG Peng-ju3, HOU Yun-lu3, JIN Jun1, 2, GAO Wen-bin3, TAN Yong-sheng3, ZHANG Qi1, 2, LI Qi3   

  1. 1. Xinjiang Oilfield Company, China National Petroleum Corporation, Karamay, Xinjiang 834000, China; 2. Xinjiang Uygur Autonomous Region Oil and Gas Field Environmental Protection and Energy Conservation Engineering Research Center, Karamay, Xinjiang 834000, China; 3. State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China
  • Received:2025-10-15 Accepted:2026-03-31 Online:2026-09-11 Published:2026-09-01
  • Supported by:
    This work was supported by the Natural Science Foundation of Hubei Province (JCZRQN202500299), China Postdoctoral Science Foundation (2025M770440) and the National Natural Science Foundation of China (42502253, 12302344).

摘要:

突破压力是表征盖层毛细密封能力的关键参数。CO2注入引发的CO2−盐水−岩石反应会显著影响岩石的输运和密封特性,但该作用对盖层突破压力的影响机制尚不清楚。为揭示盖层突破压力对CO2−盐水−岩石反应的响应机制,利用取自于准噶尔盆地的深部盖层岩心,开展CO2−盐水−岩石反应过程中盖层突破压力测试,并采用核磁共振、显微电子扫描、液相离子色谱及静态水滴法等手段,表征岩心的孔隙结构及润湿性演化特征。结果表明,CO2−盐水−岩石反应导致盖层突破压力降低,这一现象可归因于岩心孔隙体积增加、渗透性增强及润湿性减弱的协同驱动作用。通过矿物溶蚀反应动力学分析发现,在次生矿物阻抗效应作用下,随着反应时长的增加,盖层突破压力降幅将逐步减缓并趋于稳定。在地质封存工程安全运行压力阈值设计中,需充分考量CO2−盐水−岩石反应引发的盖层密封性能减弱效应,以保障工程的长期安全与稳定运行。

Abstract:

Breakthrough pressure serves as a critical parameter for characterizing the capillary sealing capacity of caprock formations. The injection of CO2 into subsurface reservoirs triggers complex interactions among CO2, formation brine and rock. These interactions have been shown to significantly affect the rock’s transport properties and sealing performance. However, the mechanisms by which CO2-brine-caprock interactions affect caprock breakthrough pressure remain poorly understood. To elucidate the response mechanism of caprock breakthrough pressure to CO2–brine–rock interactions, breakthrough pressure experiments were performed over different durations of CO2–brine–rock interaction, utilizing two distinct types of caprock cores obtained from the Junggar Basin. A suite of complementary analytical methods, including nuclear magnetic resonance, scanning electron microscopy, liquid chromatography, and contact angle measurements, was employed to characterize the evolution of pore structure and wettability within the cores. The results show that CO2-brine-rock interactions reduce the breakthrough pressure of the caprock samples. This reduction is attributed to the combined effects of increased pore volume, enhanced permeability, and diminished wettability. Further kinetic analysis of mineral dissolution suggests that the decline in breakthrough pressure slows over time and may eventually reach a steady state. This behavior is likely attributable to the inhibitory effect of secondary mineral precipitation. These finding underscore the critical importance of accounting for CO2-brine-rock-induced degradation of caprock sealing capacity when defining pressure thresholds for the safe operation of CO2 geological storage projects, thereby helping to ensure long-term stability and safety.

Key words: CO2 geological storage, caprock, breakthrough pressure, CO2-brine-rock interactions

中图分类号: TU457
[1] 邓志平, 余厚沅, 兰鹏, 潘敏, 孟京京, 蒋水华. 库岸边坡随机场数字图像与时序环境荷载混合深度学习及时变可靠度分析[J]. 岩土力学, 2026, 47(9): 3276-3286.
[2] 卢巧荣, 李奇龙, 毛新莹, 周佳庆, 陈益峰. 压缩空气储能人工硐室衬砌结构优化设计研究[J]. 岩土力学, 2026, 47(6): 1878-1894.
[3] 唐烈华, 蔡静森, 刘锴, 蔡玉娟, 任少文, 杨富康. 推移式碎石土滑坡空间变异基本结构力学特性研究[J]. 岩土力学, 2026, 47(6): 2157-2177.
[4] 丁军领, 吉锋, 魏松, 张波, 曾瑞, 李卓, 陆宇鹏. 降雨及库水位作用下碎石土岸坡变形破坏机制模型试验研究[J]. 岩土力学, 2025, 46(12): 3740-3756.
[5] 董源, 胡英国, 刘美山, 李庚泉, 马晨阳. 均质岩石高边坡开挖爆破累积损伤的演化机制研究[J]. 岩土力学, 2025, 46(9): 2929-2942.
[6] 宋义敏, 王腾腾, 许海亮, 安栋, 蒋孝东. 岩石变形局部化和破裂前兆的应变信息识别研究[J]. 岩土力学, 2025, 46(S1): 171-182.
[7] 金解放, 熊慧颖, 肖莜丰, 彭孝旺. 岩石超声波对三维地应力的敏感性及传播衰减特性试验研究[J]. 岩土力学, 2025, 46(S1): 183-194.
[8] 邓其宁, 崔玉龙, 王炯超, 郑俊, 许冲, . 三维边坡稳定性计算的ChatGPT辅助编程方法[J]. 岩土力学, 2025, 46(S1): 322-334.
[9] 聂耀武, 胡兵, 顾雷雨, 李槟, 周全超, 李文辉, 李琦, 李霞颖, . 二氧化碳地质封存协同上覆煤矿开采的安全风险评估数值模拟研究[J]. 岩土力学, 2025, 46(S1): 491-506.
[10] 许庆钊, 史文豹, 常聚才, 苗壮, 闫澳运, 李传明, 齐潮. 不同加载速率含水煤样力学响应及宏微观破坏机制研究[J]. 岩土力学, 2025, 46(3): 881-893.
[11] 姜立春, 李金柱, 李萍丰, 陈俊豪, . 顶板垮塌激励下多中段空区底板响应特征研究[J]. 岩土力学, 2025, 46(3): 916-929.
[12] 宋享桦, 肖衡林, 倪化勇, 谭勇, . 降雨作用下砂土边坡失稳破坏触发机制宏细观研究[J]. 岩土力学, 2025, 46(3): 969-979.
[13] 易琪, 孙冠华, 姚院峰, 桂本, 商浩亮, 纪文栋, . 压缩空气储能地下内衬硐库上覆岩体稳定性分析[J]. 岩土力学, 2024, 45(12): 3523-3532.
[14] 徐文彬, 赵康奇, 张亚伦, 刘成保, 周磊, . 调控层胶结充填体三轴压缩力学性能及破坏特征研究[J]. 岩土力学, 2024, 45(12): 3658-3667.
[15] 王鹏程, 阎学松, 孙星亮, 刘志春, 段远钊, 宁志玮, 何佳贵, . 考虑黏度时空变化特性速凝化学浆液渗透注浆机制[J]. 岩土力学, 2024, 45(12): 3668-3680.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!