Effects of freeze-thaw cycles on granite failure using acoustic emission test

Rock subjected to freeze-thaw (F-T) cycles may experience alterations in structural integrity and potentially impact its strength. This study investigates the effects of F-T cycles on granite by analyzing the acoustic emission (AE) signals recorded during uniaxial compression tests, characterizing the damage responses of the granite influenced by repeated F-T cycles. The results indicate significant reductions in uniaxial compression strength (UCS) and P-wave velocity as the number of F-T cycles increases. AE analysis reveals progressive damage accumulation, characterized by distinct stages of microcrack development. A parameter, AE energy intensity, is introduced to describe the failure process, showing that the typical AE quiet period in the failure stage is absent in granite pretreated with F-T cycles. Using the superlet transform method, AE frequency and amplitude are analyzed, revealing amplitude evolutions across three frequency domains. The results show that decreasing portions of signals in the high-frequency domain for granite are influenced by F-T cycles. These findings enhance understanding of rock degradation under F-T cycles, offering valuable implications for rock engineering in cold regions.

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Publication Details

Journal
Journal of Rock Mechanics and Geotechnical Engineering
Published
2024-11-26
DOI
https://doi.org/10.1016/j.jrmge.2024.11.021
Citations
6
Primary Topic
Rock Mechanics and Modeling
Type
article
Field-Weighted Citation Impact
1.62

Funders

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article

Effects of freeze-thaw cycles on granite failure using acoustic emission test

Yun Chen, Manchao He, Wen Nie, Chundong Shi et al.
6 citations
Journal of Rock Mechanics and Geotechnical Engineering
Rock Mechanics and Modeling
1.62
article

Effects of freeze-thaw cycles on granite failure using acoustic emission test

Yun Chen, Manchao He, Wen Nie, Chundong Shi, MA Guo-wei
article en
6 citations

Abstract

Rock subjected to freeze-thaw (F-T) cycles may experience alterations in structural integrity and potentially impact its strength. This study investigates the effects of F-T cycles on granite by analyzing the acoustic emission (AE) signals recorded during uniaxial compression tests, characterizing the damage responses of the granite influenced by repeated F-T cycles. The results indicate significant reductions in uniaxial compression strength (UCS) and P-wave velocity as the number of F-T cycles increases. AE analysis reveals progressive damage accumulation, characterized by distinct stages of microcrack development. A parameter, AE energy intensity, is introduced to describe the failure process, showing that the typical AE quiet period in the failure stage is absent in granite pretreated with F-T cycles. Using the superlet transform method, AE frequency and amplitude are analyzed, revealing amplitude evolutions across three frequency domains. The results show that decreasing portions of signals in the high-frequency domain for granite are influenced by F-T cycles. These findings enhance understanding of rock degradation under F-T cycles, offering valuable implications for rock engineering in cold regions.

Journal of Rock Mechanics and Geotechnical EngineeringVol. 17(7)
Hebei University of Technology (CN), China University of Mining and Technology (CN), Shanghai Tunnel Engineering (China) (CN)
National Natural Science Foundation of China, Natural Science Foundation of Hebei Province
Climate action
Openalex Percentile: Top 18%
Rock Mechanics and Modeling
1.62
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Effects of freeze-thaw cycles on granite failure using acoustic emission test — Yun Chen, Manchao He, et al. · Journal of Rock Mechanics and Geotechnical Engineering (2024) | TGRS Research Map | TGRS