Deformation and damage characteristics of coal during conventional triaxial unloading under different confining pressures

To investigate the effects of pressure-relief mining of the protective seam at different burial depths on the mechanical behavior and damage of the proximate protected coal seam, unloading experiments were conducted on coal specimens under various initial confining pressures, simulating the synchronous unloading of axial stress and confining pressure. The results indicate that during unloading, axial deformation is smaller than circumferential deformation, and specimen failure results from the continuous accumulation of circumferential strain, with the AE signal peaking at failure. During the unloading process, the deformation modulus generally declines, while Poisson’s ratio and the damage factor exhibit an overall increasing trend. Moreover, increasing the initial confining pressure significantly enhances the maximum and cumulative AE ringing counts, and the growth rate accelerates progressively. The damage evolution paths differ significantly across varying initial confining pressures; higher initial confining pressure induces greater pre-unloading damage accumulation, leading to a more severe and rapid deterioration of the deformation modulus and a stronger AE response upon simultaneous unloading.

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Publication Details

Journal
Scientific Reports
Published
2026-11-03
DOI
https://doi.org/10.1038/s41598-026-79412-2
Primary Topic
Rock Mechanics and Modeling
Type
article
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article

Deformation and damage characteristics of coal during conventional triaxial unloading under different confining pressures

Xiaoqian Yuchi, Shu Pan, Shengling Jiang, Tianci Zhang et al.
Scientific Reports
Rock Mechanics and Modeling
article

Deformation and damage characteristics of coal during conventional triaxial unloading under different confining pressures

Xiaoqian Yuchi, Shu Pan, Shengling Jiang, Tianci Zhang, Xuanhong Du, Feifei Guo, Gang Wu, Hua Bian, Jiajia Song
article en

Abstract

To investigate the effects of pressure-relief mining of the protective seam at different burial depths on the mechanical behavior and damage of the proximate protected coal seam, unloading experiments were conducted on coal specimens under various initial confining pressures, simulating the synchronous unloading of axial stress and confining pressure. The results indicate that during unloading, axial deformation is smaller than circumferential deformation, and specimen failure results from the continuous accumulation of circumferential strain, with the AE signal peaking at failure. During the unloading process, the deformation modulus generally declines, while Poisson’s ratio and the damage factor exhibit an overall increasing trend. Moreover, increasing the initial confining pressure significantly enhances the maximum and cumulative AE ringing counts, and the growth rate accelerates progressively. The damage evolution paths differ significantly across varying initial confining pressures; higher initial confining pressure induces greater pre-unloading damage accumulation, leading to a more severe and rapid deterioration of the deformation modulus and a stronger AE response upon simultaneous unloading.

Scientific Reports
Xi'an University of Science and Technology (CN), Longdong University (CN)
Openalex Percentile: Top 25%
Rock Mechanics and Modeling
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Deformation and damage characteristics of coal during conventional triaxial unloading under different confining pressures — Xiaoqian Yuchi, Shu Pan, et al. · Scientific Reports (2026) | TGRS Research Map | TGRS