Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/31925
Title: Fracture mechanical properties of shale and macro-meso-micro multi-scale fracture surface characteristics
Authors: Dong, Z
Zhai, X
Lang, Y
Gong, B
Yuan, R
Ren, Z
Keywords: bedding angles;mechanical response;failure patterns;notched semi-circular bend;multi-scale surface morphology
Issue Date: 18-Aug-2025
Publisher: Elsevier
Citation: Dong, Z. et al. (2025) 'Fracture mechanical properties of shale and macro-meso-micro multi-scale fracture surface characteristics', Theoretical and Applied Fracture Mechanics, 140, 105179, pp. 1 - 22. doi: 10.1016/j.tafmec.2025.105179.
Abstract: The presence of bedding planes imparts pronounced anisotropy to the mechanical behavior of shale, fundamentally influencing its response to external stress. This anisotropic behavior is critical in determining the fracturing characteristics and overall mechanical performance of shale in engineering applications, particularly in resource extraction and stability evaluations. In this study, fracture tests were conducted on shale specimens with varying bedding angles (0°, 30°, 60°, and 90°) using the notched semi-circular bend (NSCB) method. The influence of the bedding angle on fracture toughness and failure pattern was systematically investigated. Additionally, multi-scale fracture surface morphology characteristics were analyzed through 3D optical scanning, ultra-depth field microscopy, and scanning electron microscope (SEM), enabling a comprehensive evaluation of the structural effects of bedding angles. The results indicate that fracture toughness decreases with increasing bedding angle, crack propagation becomes more stable, and the dispersion of fracture toughness diminishes. The failure pattern observed can be categorized as follows: tensile failure across the bedding plane (0°), shear failure along the bedding plane with mixed failure across the bedding plane (30°), shear failure along the bedding plane or tensile failure across the bedding plane (60°), and tensile failure along the bedding plane with mixed failure across the bedding plane (90°). These distinct failure patterns underscore the critical influence of bedding angle on fracture mechanisms. Moreover, the multi-scale failure characteristics exhibit significant correlation and consistency. The fractal dimension and joint roughness coefficient (JRC) initially increase and decrease with increasing bedding angle. Based on parameters such as asperity height, slope angle, and aspect direction, quantitative morphology characterization confirms that 30° specimens exhibit the highest surface complexity. A strong correlation is observed between the fractal dimension and the standard deviation of morphology descriptors, indicating robust geometric consistency across scales. These findings provide compelling evidence for the intrinsic link between macroscopic mechanical response and microscopic fracture surface morphology, offering critical insights into the multi-scale evolution of shale failure mechanisms and furnishing a theoretical foundation for designing and optimizing fracturing strategies in anisotropic shale formations.
Description: Data availability: Data will be made available on request.
URI: https://bura.brunel.ac.uk/handle/2438/31925
DOI: https://doi.org/10.1016/j.tafmec.2025.105179
ISSN: 0167-8442
Other Identifiers: ORCiD: Bin Gong https://orcid.org/0000-0002-9464-3423
Article number: 105179
Appears in Collections:Dept of Civil and Environmental Engineering Research Papers

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