Rock and Soil Mechanics ›› 2024, Vol. 45 ›› Issue (11): 3185-3196.doi: 10.16285/j.rsm.2024.00110

• Fundamental Theory and Experimental Research • Previous Articles     Next Articles

Acoustic and thermal anomaly signals and sensitivity coupling analysis of damage to water-saturated and dry sandstones

WANG Chuang-ye1, 2, 3, 4, YAN Yu-hang1, 2, 3, 4, SUI Qing-rui1, 2, 3, 4, ZHU Huang-jin1, 2, 3, 4, YOU Ru5, GUO Yu1, 2, 3, 4   

  1. 1. School of Mining and Coal, Inner Mongolia University of Science and Technology, Baotou, Inner Mongolia 014010, China; 2. Inner Mongolia Key Laboratory of Mining Engineering, Inner Mongolia University of Science and Technology, Baotou, Inner Mongolia 014010, China; 3. Inner Mongolia Research Center for Coal Safety Mining and Utilization Engineering and Technology, Inner Mongolia University of Science and Technology, Baotou, Inner Mongolia 014010, China; 4. Inner Mongolia Cooperative Innovation Center for Coal Green Mining and Green Utilization, Inner Mongolia University of Science and Technology, Baotou, Inner Mongolia 014010, China; 5. School of Energy Engineering, Xi’an University of Science and Technology, Xi’an, Shaanxi 710054, China
  • Received:2024-03-01 Accepted:2024-08-22 Online:2024-11-11 Published:2024-11-14
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52464014,51464036), the Central Government Guides Local Science and Technology Development Programs (2024ZY0068), the Program for the Young Talents of Science and Technology in Universities of Inner Mongolia Autonomous Region (NJYT22073), the Natural Science Foundation of Inner Mongolia of China (2022MS05037) and the Fundamental Research Funds for the Affiliated Universities in Inner Mongolia Autonomous Region (2024RCTD015).

Abstract: In order to further study the precursor temporal signals of damage in water-saturated and dry sandstones, as well as the dynamic sensi-tivity changes of acoustic and thermal signals, uniaxial compression tests were conducted on sandstones with different water content states, with real-time monitoring of internal acoustic emission (AE) signals and surface thermal infrared (TIR) signals. Research has shown that during the damage process of water-saturated and dry sandstones, TIR anomalies appear first, followed by AE anomalies. The time lag between the first appearances of TIR and AE anomalies in water-saturated sandstone is shorter than that in dry sandstone, indicating the detrimental effect of water. This time lag is of great significance for determining the degree of internal and external damage and the precursor of instability failure in rock samples. The order of sensitivity indicators for acoustic and thermal signals in wa-ter-saturated sandstone is as follows: combined acoustic-thermal signal > TIR signal > AE signal; for dry sandstone, it is: combined acoustic-thermal signal > AE signal > TIR signal. The sensitivity of the combined acoustic-thermal signal is significantly higher than that of individual acoustic or thermal signals. Therefore, in practical engineering, it is necessary to analyze the coupling of acoustic and thermal signals when analyzing the precursors of instability. K

Key words: damage failure, acoustic emission, thermal infrared, dynamic sensitivity

CLC Number: 

  • TU 451
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