Acoustic Emission and Failure Modes of Rock Under Deep High-Stress Cyclic Disturbance

Deep engineering projects are subject to complex environmental stress disturbances, their safety and stability urgently need to be studied. This study designed experiments on granite subjected to multi-level constant amplitude cyclic loading under different confining pressures, as well as uniaxial r...

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Published inGeotechnical and geological engineering Vol. 43; no. 6
Main Authors Yang, Dongjie, Hu, Jianhua, Dong, Lili, Zhao, Fengwen
Format Journal Article
LanguageEnglish
Published Cham Springer International Publishing 01.08.2025
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ISSN0960-3182
1573-1529
DOI10.1007/s10706-025-03258-0

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Abstract Deep engineering projects are subject to complex environmental stress disturbances, their safety and stability urgently need to be studied. This study designed experiments on granite subjected to multi-level constant amplitude cyclic loading under different confining pressures, as well as uniaxial recompression experiments on pre-damaged granite. The results indicate that there are significant differences in the axial strain, radial strain, and volumetric strain under low and high confining pressures. When the confining pressure is constant, with the increase of the number of cyclic loadings, the evolution trends of the axial damping ratio, radial damping ratio, axial damping coefficient, and radial damping coefficient of granite are consistent. The evolution pattern of the b-value for damaged granite is similar to that of natural granite, showing a sudden drop during failure. The crack propagation in natural granite is dominated by tension-tension-mixed-shear modes, while in damaged granite under confining pressures of 10 and 30 MPa, the crack propagation is primarily tension-tension-tension-tension modes. Under a confining pressure of 50 MPa, the crack propagation in damaged granite is dominated by tension-tension-mixed-tension modes, and under 80 MPa confining pressure, the crack propagation in damaged granite is primarily tension-mixed-shear-mixed modes.
AbstractList Deep engineering projects are subject to complex environmental stress disturbances, their safety and stability urgently need to be studied. This study designed experiments on granite subjected to multi-level constant amplitude cyclic loading under different confining pressures, as well as uniaxial recompression experiments on pre-damaged granite. The results indicate that there are significant differences in the axial strain, radial strain, and volumetric strain under low and high confining pressures. When the confining pressure is constant, with the increase of the number of cyclic loadings, the evolution trends of the axial damping ratio, radial damping ratio, axial damping coefficient, and radial damping coefficient of granite are consistent. The evolution pattern of the b-value for damaged granite is similar to that of natural granite, showing a sudden drop during failure. The crack propagation in natural granite is dominated by tension-tension-mixed-shear modes, while in damaged granite under confining pressures of 10 and 30 MPa, the crack propagation is primarily tension-tension-tension-tension modes. Under a confining pressure of 50 MPa, the crack propagation in damaged granite is dominated by tension-tension-mixed-tension modes, and under 80 MPa confining pressure, the crack propagation in damaged granite is primarily tension-mixed-shear-mixed modes.
ArticleNumber 265
Author Zhao, Fengwen
Yang, Dongjie
Hu, Jianhua
Dong, Lili
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  surname: Yang
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  givenname: Jianhua
  surname: Hu
  fullname: Hu, Jianhua
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  givenname: Lili
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  fullname: Dong, Lili
  organization: Henan Polytechnic Industry Technology Research Institute Co., Ltd
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  givenname: Fengwen
  surname: Zhao
  fullname: Zhao, Fengwen
  email: dr_zfw94@163.com
  organization: School of Resources and Safety Engineering, Central South University
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Keywords Energy evolution
Failure mode
Damping characteristics
Multi-level constant amplitude cyclic loading
Deep engineering
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Snippet Deep engineering projects are subject to complex environmental stress disturbances, their safety and stability urgently need to be studied. This study designed...
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SubjectTerms Civil Engineering
Earth and Environmental Science
Earth Sciences
Geotechnical Engineering & Applied Earth Sciences
Hydrogeology
Original Paper
Terrestrial Pollution
Waste Management/Waste Technology
Title Acoustic Emission and Failure Modes of Rock Under Deep High-Stress Cyclic Disturbance
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