Technical Papers
May 26, 2021

Microscopic Pore Structure and Improved Permeability Characterization of COx Argillite Based on SEM Images

Publication: International Journal of Geomechanics
Volume 21, Issue 8

Abstract

Permeability is one of the important parameters to evaluate the long-term sealing performance of Callovo-Oxfordian (COx) argillite for high-level radioactive waste repository. In this study, scanning electron microscope images were used to analyze the pore structure of COx argillite. The pore size distributions (PSD) obtained by the discrete algorithm and two continuous algorithms (Munch continuous algorithm and Song algorithm) are quite different, the range of pore size obtained by the discrete algorithm is larger than those obtained by continuous algorithms. The results of continuous algorithms are closer to that from mercury intrusion porosimetry. For the permeability prediction, the continuous methods show better results, but there is still a big gap. By further considering the contribution of pores with different sizes to permeability, the results obtained by continuous methods are very close to the measured result. The values of A2 obtained by the Munch continuous algorithm are 2.2 × 10−16, 1.8 × 10−16, and 0.94 × 10−16 m2 for magnifications ranging from 2,000 to 8,000 times; the corresponding values obtained by the Song algorithm are 2.42 × 10−16, 2.02 × 10−16, and 1.12 × 10−16 m2, respectively, while the laboratory result is 1.67 × 10−16 m2. More accurate permeability can be obtained by more representative PSD. Therefore, for soil materials with uniform pore distribution, more accurate permeability can be obtained by considering continuous algorithms and pore contribution rate.

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Acknowledgments

The research was funded by the National Natural Science Foundation of China (Nos. 51809263 and 51974296), the Fundamental Research Funds for the Central Universities (China University of Mining and Technology) (2019ZDPY13), and China Postdoctoral Science Foundation (2019M661993).

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International Journal of Geomechanics
Volume 21Issue 8August 2021

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Received: Dec 15, 2020
Accepted: Feb 15, 2021
Published online: May 26, 2021
Published in print: Aug 1, 2021
Discussion open until: Oct 26, 2021

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Ph.D. Research Scholar, State Key Laboratory for GeoMechanics and Deep Underground Engineering, and School of Mechanics and Civil Engineering, China Univ. of Mining & Technology, Xuzhou 221116, China. ORCID: https://orcid.org/0000-0003-4178-8116. Email: [email protected]
Jiang-feng Liu [email protected]
Associate Professor, State Key Laboratory for GeoMechanics and Deep Underground Engineering, and School of Mechanics and Civil Engineering, China Univ. of Mining & Technology, Xuzhou 221116, China (corresponding author). Email: [email protected]
Professor, State Key Laboratory for GeoMechanics and Deep Underground Engineering, and School of Mechanics and Civil Engineering, China Univ. of Mining & Technology, Xuzhou 221116, China. Email: [email protected]
Master’s Student, School of Mechanics and Civil Engineering, China Univ. of Mining & Technology, Xuzhou 221116, China. Email: [email protected]
Associate Professor, Changzhou Institute of Technology, School of Civil Engineering & Architecture, Changzhou 213000, China. Email: [email protected]
Xian-biao Mao [email protected]
Professor, State Key Laboratory for GeoMechanics and Deep Underground Engineering, and School of Mechanics and Civil Engineering, China Univ. of Mining & Technology, Xuzhou 221116, China. Email: [email protected]
Frédéric Skoczylas [email protected]
Professor, Laboratoire de Mécanique de Lille (LML, FRE CNRS 3723), Ecole Centrale de Lille, CS 20048, Villeneuve d’Ascq Cedex F-59651, France. Email: [email protected]

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