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author:

Zhang, Jian-Zhi (Zhang, Jian-Zhi.) [1] (Scholars:张建智) | Zhou, Yi-Jie (Zhou, Yi-Jie.) [2] | Liu, Cheng-Yu (Liu, Cheng-Yu.) [3] (Scholars:刘成禹) | Yu, Jin (Yu, Jin.) [4] | Li, Xing-Shang (Li, Xing-Shang.) [5] (Scholars:李兴尚) | Zhang, Ting (Zhang, Ting.) [6] (Scholars:张婷)

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EI

Abstract:

The slit-cut method for the rockburst prevention and control is believed effective with its easiness in operation, adjustment and compatibility. However, there is limited advance knowledge of the physics of the slit-cut method, which is vital for the engineering designs. In this study, the biaxial compression tests with a synchronous AE (acoustic emission)-DIC (digital image correlation) monitoring are creatively carried out on the slit-contained circular opening specimens with different slit configurations to demonstrate the academic thoughts and mechanisms of the slit-cut method. The experiments document the two typical failure types namely the internal crack propagation and the dynamic rockburst, which occupy different AE hit rate characteristics and different entropy properties. With the occurrence of rockburst, the AE hit rate presents a bouncing ascend-descend trend, and a higher disorder and chaos is faithfully exhibited. Depending on the slit parameters, the slit-cut method can efficiently mitigate rockburst in terms of the occurrence frequency and magnitude. The underlying mechanism lies in the enhancement of the shear mechanism and the development of the internal cracks through which the stored energy can be greatly dissipated. However, due to the unrestricted shear failure in the slit-contained opening specimens, the opening-scale inward instability can be triggered by the internal crack coalescence, thus posing a threat to the safety of the opening. Implementing the slit-cut method with a consideration of the in-situ stress conditions is evidently essential for the safe excavation. © 2024 Elsevier Ltd

Keyword:

Acoustic emission testing Compression testing Crack propagation Image compression Rock bursts Rock mechanics Shear flow

Community:

  • [ 1 ] [Zhang, Jian-Zhi]Zijin School of Geology and Mining, Fuzhou University, Fuzhou; 350108, China
  • [ 2 ] [Zhou, Yi-Jie]Zijin School of Geology and Mining, Fuzhou University, Fuzhou; 350108, China
  • [ 3 ] [Liu, Cheng-Yu]Zijin School of Geology and Mining, Fuzhou University, Fuzhou; 350108, China
  • [ 4 ] [Yu, Jin]Fujian Research Center for Tunneling and Urban Underground Space Engineering, Huaqiao University, Xiamen; 361021, China
  • [ 5 ] [Li, Xing-Shang]Zijin School of Geology and Mining, Fuzhou University, Fuzhou; 350108, China
  • [ 6 ] [Zhang, Ting]Zijin School of Geology and Mining, Fuzhou University, Fuzhou; 350108, China

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Source :

Theoretical and Applied Fracture Mechanics

ISSN: 0167-8442

Year: 2024

Volume: 134

5 . 0 0 0

JCR@2023

Cited Count:

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ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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