Abstract

Rock heterogeneity is one of the most important factors when numerically simulating the rock failure process and crack propagation. This paper presents an approach for capturing rock heterogeneity that combines peridynamic theory, digital image processing (DIP), and low-field nuclear magnetic resonance (NMR) imaging. By processing the magnetic resonance images (MRIs) of the rock material, the microstructure distribution is obtained, and the attenuation coefficient is defined and calculated by the number and value of pixels of the rock MRI. Based on bond-based peridynamic theory, the density, bond constant, and critical stretch associated with the material point and bond are revised by the attenuation coefficient and have the same distribution with real rock microstructure. Then, this new approach is used to simulate the crack bifurcation of red sandstone under tension and the failure process of mudstone in an unconfined compression test. The influence of the element’s pixel number on the calculation result is discussed. Numerical results show that the crack propagation and the failure process based on the new approach are both distributed nonsymmetrically. In addition, the acoustic emission rule in the peridynamic simulation, which is defined by the number of broken bonds in each loading step, is consistent with the experimental results. The comparison of the numerical and experimental results reveals that the present approach can be used as a supplementary method for analyzing rock damage and failure.

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Acknowledgments

This work is financially supported by the National Natural Science Foundation of China (51874352 and 51774323), the Fundamental Research Funds for the Central Universities of Central South University (2018zzts213), and the Natural Science Foundation of Hunan Province (2020JJ4704 and 2020JJ4712). The authors thank Zhen Jian for providing the MRI of red sandstone. The first author Yanan Zhang gratefully acknowledges the financial support from the China Scholarship Council (No. 201906370132).

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 22Issue 6June 2022

History

Received: Jul 15, 2021
Accepted: Jan 25, 2022
Published online: Apr 7, 2022
Published in print: Jun 1, 2022
Discussion open until: Sep 7, 2022

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Ph.D. Candidate, School of Resource and Safety Engineering, Central South Univ., Changsha 410083, China; Dept. of Aerospace and Mechanical Engineering, Univ. of Arizona, Tucson 85721, AZ. ORCID: https://orcid.org/0000-0002-2591-1228. Email: [email protected]
School of Environment and Resources, Southwest Univ. of Science and Technology, Mianyang 621000, China. ORCID: https://orcid.org/0000-0002-6299-9871. Email: [email protected]
Hongwei Deng [email protected]
Professor, School of Resource and Safety Engineering, Central South Univ., Changsha 410083, China (corresponding author). Email: [email protected]
Associate Professor, School of Resource and Safety Engineering, Central South Univ., Changsha 410083, China. ORCID: https://orcid.org/0000-0002-8887-6343. Email: [email protected]
Associate Professor, School of Resource and Safety Engineering, Central South Univ., Changsha 410083, China. ORCID: https://orcid.org/0000-0003-3677-4561. Email: [email protected]
Associate Professor, School of Resource and Safety Engineering, Central South Univ., Changsha 410083, China. Email: [email protected]

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