Technical Papers
Jun 11, 2020

3D Digital Analysis of Cracking Behaviors of Rocks through 3D Reconstruction Model under Triaxial Compression

Publication: Journal of Engineering Mechanics
Volume 146, Issue 8

Abstract

The cracking behaviors of rocks significantly affect their mechanical properties. In this paper, a digital analysis approach with X-ray Computed Tomography (CT) imagery is developed to investigate the cracking and mechanical behaviors of rocks. The damage ratio, integrity, and porosity of rocks subjected to triaxial compression are firstly defined based on X-ray CT image and the pixel coordinate system. Then, the evolution process of two-dimensional (2D) and three-dimensional (3D) cracks are studied via 2D CT images and reconstructed 3D fracture models, respectively. Finally, the stress–strain relationship of rocks is simulated by converting the reconstructed models to the finite-element (FE) models. The results show that the rock damage ratio, integrity, and porosity are good factors to describe the cracking behaviors, in which the evolution process of cracks is divided into five stages including: (1) the compaction of initial fissures; (2) the initiation and propagation of microcracks; (3) microcracks coalescence, i.e., the formation and stable propagation of macrocracks; (4) the unstable propagation of macrocracks; and (5) the complete failure of rock samples. The numerical stress–strain curves are in good agreement with the experiment data.

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Data Availability Statement

Some or all datasets and codes for this paper can be obtained by contacting the corresponding author Xiao-Ping Zhou upon reasonable request.

Acknowledgments

This work was supported by National Natural Science Foundation of China (Grant Nos. 51839009 and 51679017).

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 146Issue 8August 2020

History

Received: Oct 11, 2019
Accepted: Mar 26, 2020
Published online: Jun 11, 2020
Published in print: Aug 1, 2020
Discussion open until: Nov 11, 2020

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Ph.D. Candidate, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China. Email: [email protected]
Xiao-Ping Zhou [email protected]
Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China (corresponding author). Email: [email protected]

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