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Rock and Soil Mechanics

Bo-wen CHEN, State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; University of Chinese Academy of Sciences, Beijing 100049, ChinaFollow
Qi LI, State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; University of Chinese Academy of Sciences, Beijing 100049, ChinaFollow
Yong-sheng TAN, State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; University of Chinese Academy of Sciences, Beijing 100049, China
Tao YU, State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; University of Chinese Academy of Sciences, Beijing 100049, China
Wen-bin GAO, State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; University of Chinese Academy of Sciences, Beijing 100049, China
Xia-ying LI, State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; University of Chinese Academy of Sciences, Beijing 100049, China
Shai-cheng SHEN, State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; University of Chinese Academy of Sciences, Beijing 100049, China

Corresponding Author

LI Qi

Abstract

The primary objective of this study is to investigate the evolution mechanism of carbon dioxide (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. 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, 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 disjoining 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 pressure of water films range from 5.2 MPa to 50 MPa. The water films has strong constraint ability on CO2 migration.

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