Abstract

Knowledge of fracture process is critical for understanding rock failure mechanisms. In this study, the fracture behavior of single-flawed rock-like material plates made of mortar was investigated using a Split Hopkinson Pressure Bar (SHPB) system. The transient fracture process was recorded by an ultra-high-speed camera system in combination with the digital image correlation (DIC) method. The experimental result reveals that the dynamic strength is more sensitive to the loading rate for specimens with lower flaw angles. Through quantitative analysis of the displacement evolution along the fracture trajectory, four fracture modes were proposed: pure tensile mode (T-mode), pure shear mode (S-mode), tensile dominated mode (Ts-mode), and shear-dominated mode (St-mode). Moreover, it was recognized that the fracture mode is mainly controlled by the fracture angle. As the fracture angle increases, the shear component increases while the tension component diminishes. The results of this study can shed light on the fracture behavior of flawed rocks subjected to dynamic loading.

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Acknowledgments

All the authors acknowledge the financial support for the research from the National Natural Science Foundation of China (Grant Nos. 51709200 and 51879184) and the Natural Science Foundation of Tianjin (Grant No. 18JCQNJC08100).

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 9September 2020

History

Received: Nov 25, 2019
Accepted: Mar 24, 2020
Published online: Jun 17, 2020
Published in print: Sep 1, 2020
Discussion open until: Nov 17, 2020

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Ph.D. Candidate, State Key Laboratory of Hydraulic Engineering Simulation and Safety, School of Civil Engineering, Tianjin Univ., Tianjin 300350, China. ORCID: https://orcid.org/0000-0002-8121-7732. Email: [email protected]
Associate Professor, State Key Laboratory of Hydraulic Engineering Simulation and Safety, School of Civil Engineering, Tianjin Univ., Tianjin 300350, China (corresponding author). ORCID: https://orcid.org/0000-0002-1611-8674. Email: [email protected]
Professor, State Key Laboratory of Hydraulic Engineering Simulation and Safety, School of Civil Engineering, Tianjin Univ., Tianjin 300350, China. ORCID: https://orcid.org/0000-0001-8609-608X. Email: [email protected]
Lecturer, School of Civil Engineering, Hebei Univ. of Science and Technology, Shijiazhuang 050091, China. Email: [email protected]

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