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author:

Zheng, Daozhe (Zheng, Daozhe.) [1] | Liu, Chengyu (Liu, Chengyu.) [2] | Zhou, Annan (Zhou, Annan.) [3] | Zhang, Xiangxiang (Zhang, Xiangxiang.) [4] | Chen, Chenghai (Chen, Chenghai.) [5] | Huang, Shengfeng (Huang, Shengfeng.) [6]

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Abstract:

To study the effect of freeze–thaw temperature change rate on the crack propagation characteristics and failure precursor in freeze–thawed sandstone, uniaxial compression tests were simultaneous monitoring for acoustic emission (AE) and microseismic (MS) signals. The results demonstrate that increased temperature change rates resulted in accelerated crack propagation, earlier rock failure, and lower brittleness; the failure mode changes from tensile to shear-tensile mixing; the proportion of tensile cracks decreases from 90.9% to 70.8%; and shear cracks increase from 9.1% to 29.2%. A comparative analysis of AE and MS provided insights into the evolution of crack propagation at multiple scales, enabling the classification of crack types and their relationship with propagation scale. Based on the precursor characteristic of the original waveform and time-domain curve in AE and MS signals, the advantageous areas of early-warming indicators for rock failure were identified. Compared with traditional indicators, the precursory indicators calculated using MS b-values and AE energy rates can obtain a larger early warning window, with maximum windows of 20.52%–29.29% and 7.09%–13.73% in high initial damage rocks and low initial damage rocks, respectively. © 2024 John Wiley & Sons Ltd.

Keyword:

Acoustic emission testing Compression testing Crack propagation Failure (mechanical) Sandstone Seismology Thawing Time domain analysis

Community:

  • [ 1 ] [Zheng, Daozhe]Zijin School of Geology and Mining, Fuzhou University, Fuzhou, China
  • [ 2 ] [Zheng, Daozhe]Civil and Infrastructure Engineering Discipline, School of Engineering, Royal Melbourne Institute of Technology (RMIT), Melbourne, Australia
  • [ 3 ] [Liu, Chengyu]Zijin School of Geology and Mining, Fuzhou University, Fuzhou, China
  • [ 4 ] [Zhou, Annan]Civil and Infrastructure Engineering Discipline, School of Engineering, Royal Melbourne Institute of Technology (RMIT), Melbourne, Australia
  • [ 5 ] [Zhang, Xiangxiang]Zijin School of Geology and Mining, Fuzhou University, Fuzhou, China
  • [ 6 ] [Chen, Chenghai]Zijin School of Geology and Mining, Fuzhou University, Fuzhou, China
  • [ 7 ] [Huang, Shengfeng]Department of Civil, Environmental & Ocean Engineering, Stevens Institute of Technology, Hoboken; NJ, United States

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Source :

Fatigue and Fracture of Engineering Materials and Structures

ISSN: 8756-758X

Year: 2024

Issue: 8

Volume: 47

Page: 2934-2954

3 . 1 0 0

JCR@2023

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ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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