Technical Papers
Aug 31, 2023

Fractal Study on Mesodamage Evolution of Three-Dimensional Irregular Fissured Sandstone

Publication: International Journal of Geomechanics
Volume 23, Issue 11

Abstract

In the present study, a numerical model was established to investigate the influence of the prefabricated cracks of different dimensions on the mechanical properties and damage evolution of irregular sandstone. To this end, prefabricated cracks of different dimensions were considered in the analysis, and the real mesoscopic structure inside the sandstone was characterized using microcomputed tomography (micro-CT) scanning and digital image processing technology. Combined with the rock failure process analysis system, the effects of the prefabricated cracks of different dimensions on its macroscopic mechanical behavior and damage evolution were studied. The irregular sandstone fissure field was extracted, the three-dimensional (3D) fissure field was visualized, and the corresponding damage degree was calculated on the MATLAB platform using the modified crack volume damage method. Based on the box dimension theory and the digital image storage principle, a 3D irregular rock fracture box dimension algorithm was developed. Moreover, the fractal dimension of irregular rock failure was calculated at the mesoscale, and the corresponding relationship between the fractal dimension of the crack region and the crack volume damage degree (Du) was established. The obtained results showed that the overall energy accumulation and internal failure of the specimen with nonpenetrating cracks have the characteristics of spatial–temporal inconsistency before reaching the elastic limit point, and the failure degree decreases along the fracture surface toward the intact surface. When the total volume of cracks was 1,800 mm3, the influence of crack parameters on the compressive strength of irregular sandstone was depth > length > opening width. It was found that the damage degree of irregular sandstone has a good consistency with the fractal dimension. This study helps to understand the failure mechanism of irregular rock particles and provides a new idea to investigate the damage evolution of irregular rock particles.

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Data Availability Statement

Some or all data, models, or codes generated or used during the study are available from the corresponding author by request, including all experimental data involved in this study and box dimension algorithm codes based on the 3D fissure field of irregular sandstone.

Acknowledgments

This study was supported by the program of the China Scholarship Council (No. 202006670005), the National Natural Science Foundation of China (Project Nos. 51964007, 52264004, 52104080, and 41962008), the High-level Innovative Talents Training Project in Guizhou Province (Project No. 2016-4011), and the Scientific and Technological Innovation Talents Team in Guizhou Province [Project No. (2019)5619].

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 23Issue 11November 2023

History

Received: Jul 14, 2022
Accepted: May 21, 2023
Published online: Aug 31, 2023
Published in print: Nov 1, 2023
Discussion open until: Jan 31, 2024

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Hao Liu, Ph.D. [email protected]
School of Resource and Environmental Engineering, Guizhou Univ., Guiyang 550025, Guizhou, China; Dept. of Civil and Environmental Engineering, Technical Univ. of Catalonia (UPC), Barcelona 08034, Spain. Email: [email protected]
Professor, College of Civil Engineering, Guizhou Univ., Guiyang 550025, Guizhou, China (corresponding author). Email: [email protected]
Professor, Mining College, Guizhou Univ., Guiyang 550025, Guizhou, China. Email: [email protected]
Wenjibin Sun [email protected]
Associate Professor, Mining College, Guizhou Univ., Guiyang 550025, Guizhou, China. Email: [email protected]
Ph.D. Candidate, Mining College, Guizhou Univ., Guiyang 550025, Guizhou, China. Email: [email protected]
Lulin Zheng [email protected]
Associate Professor, Mining College, Guizhou Univ., Guiyang 550025, Guizhou, China. Email: [email protected]
Ph.D. Candidate, School of Civil Engineering, Central South Univ., Changsha 410083, China. Email: [email protected]
Yuanjiang Hou [email protected]
Master’s Student, Mining College, Guizhou Univ., Guiyang 550025, Guizhou, China. Email: [email protected]

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