岩土力学 ›› 2024, Vol. 45 ›› Issue (12): 3681-3693.doi: 10.16285/j.rsm.2024.0229

• 基础理论与实验研究 • 上一篇    下一篇

不同有效应力下泥岩盖层二氧化碳突破压力演化特征的试验研究

陈博文1, 2,李琦1, 2,谭永胜1, 2,余涛1, 2, 高文彬1, 2,李霞颖1, 2,申筛成1, 2   

  1. 1. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,湖北 武汉 430071;2. 中国科学院大学,北京 100049
  • 收稿日期:2024-02-26 接受日期:2024-04-21 出版日期:2024-12-09 发布日期:2024-12-05
  • 通讯作者: 李琦,男,1972年生,博士,研究员,博士生导师,长期致力于二氧化碳地质封存与碳中和技术研究。E-mail: qli@whrsm.ac.cn
  • 作者简介:陈博文,男,1994年生,博士研究生,主要从事二氧化碳地质封存盖层密闭性评价研究。E-mail: chenbowen940321@163.com
  • 基金资助:
    国家重点研发计划(No.2022YFE0115800);内蒙古自治区科技重大专项(No.2021ZD0034);山西省重点研发计划(No.202102090301009)。

Experimental study on evolutionary characteristics of CO2 breakthrough pressure for mudstone caprock under different effective stresses

CHEN Bo-wen1, 2, LI Qi1, 2, TAN Yong-sheng1, 2, YU Tao1, 2, GAO Wen-bin1, 2, LI Xia-ying1, 2, SHEN Shai-cheng1, 2   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China
  • Received:2024-02-26 Accepted:2024-04-21 Online:2024-12-09 Published:2024-12-05
  • Supported by:
    This work was supported by the National Key R&D Program of China (2022YFE0115800), the Major Project of Inner Mongolia Science and Technology (2021ZD0034) and the Shanxi Provincial Key Research and Development Project (202102090301009).

摘要: 针对不同有效应力下泥岩盖层二氧化碳(CO2)突破压力演化机制不清的问题,以中国渤海湾盆地粉砂质泥岩盖层为研究对象,开展了不同有效应力下突破压力和渗透率试验,研究了泥岩盖层CO2突破压力演化过程,讨论了孔隙水膜对突破压力的影响机制。研究结果表明:CO2注入时,盖层有效应力由27 MPa减小至7 MPa,盖层渗透率由从1.46×10−6 μm2增加至1.81×10−6 μm2。当有效应力为5.2 MPa时,盖层突破压力的最小值为3 MPa,其值高于盖层最小封闭界限值2 MPa,表明盖层具有CO2有效封闭能力。孔隙水膜的分离压力和分布特征是影响突破压力的主要因素,CO2运移阻力随水膜分离压力增加而增大,导致CO2突破压力大。渤海湾盆地泥岩小孔径范围为0.1~2.5 nm,对应的水膜分离压力为5.2~50 MPa,水膜对CO2运移的束缚能力较强。

关键词: CO2地质封存, 粉砂质泥岩, 有效应力, 突破压力, 水膜分离压力, 盖层密闭性

Abstract: The primary objective of this study is to investigate the evolution mechanism of CO2 breakthrough pressure in mudstone caprock under different effective stresses. This study specifically investigates the silty mudstone caprock in the Bohai Bay Basin, China, and conducted a series of experiments on breakthrough pressure and permeability under different effective stresses. Whereas, the evolution process of CO2 breakthrough pressure in mudstone caprock was investigated, and the mechanism of pore water film affecting the breakthrough pressure was discussed. The results of this study illustrate that during the CO2 injection process (reduction in effective stress on the caprock), the effective stress decreases from 27 MPa to 7 MPa, while the caprock permeability increases from 1.46×10−6 μm2 to 1.81×10−6 μm2. When the effective stress is 5.2 MPa, the minimum breakthrough pressure of caprock is 3 MPa, which exceeds the minimum sealing threshold of 2 MPa. The results of breakthrough pressure tests indicate that the caprock possesses effective sealing capability. The disjoining pressure and distribution characteristics of the pore water films are the main factors influencing the breakthrough pressure. The resistance of CO2 transport increases with increasing the separation pressure of the water films, leading to high CO2 breakthrough pressure. The pore throat radius of mudstone samples range from 0.1 nm to 2.5 nm in the Bohai Bay Basin, and the corresponding disjoining pressures of water films range from 5.2 MPa to 50 MPa. The water films has strong constraint ability on CO2 migration.

Key words: CO2 geological storage, silty mudstone, effective stress, breakthrough pressure, water film separation pressure, caprock sealing capacity

中图分类号: X701
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