Mechanism of coal mass fracture expansion under drilling and pressure relief

To clarify the nonlinear transformation of coal from elastic energy storage to macroscopic fracture under borehole unloading, this study develops a multistage loading–unloading experimental system, incorporates acoustic emission monitoring, and utilises techniques such as moment tensor inversion, time–frequency analysis, and stress field inversion to examine the fracture propagation mechanisms and stress response characteristics of coal. The experimental findings indicate that borehole unloading causes local stress disturbances, which significantly influenced the fracture propagation paths and failure modes, thereby governing the macro-damage evolution process. The three-stage source mechanism analysis reveals that shear failure predominates throughout, while tensile failure notably increases during the secondary loading stage, indicating stage-dependent restructuring of stress distributions within the coal. Stress field inversion results reveal that in the initial loading stage, the maximum principal stress aligns southwest–northeast. During the secondary loading stage, the stress field shifts to a southeast–northwest inclined shear-dominated configuration, promoting shear-tension coupled fracturing. Borehole diameter affects fracturing behaviour: a 10 mm-diameter borehole initiates local high-energy events that inhibit crack propagation, whereas a 12-mm-diameter borehole enables energy cascade release and chain-like destruction. Time–frequency analysis shows that shear fractures mainly concentrate at 80–90 kHz with short-term energy aggregation; tensile fractures occur at 40–50 kHz, displaying mid-frequency expansion characteristics; and compression fractures are characterised by continuous low-frequency outputs at 10–20 kHz. Through theoretical analysis, a borehole pressure relief coal elastic–plastic damage model was developed to elucidate the control mechanisms of lateral pressure coefficient, borehole diameter, and stress level on the evolution of the plastic zone. This study enhances the understanding of crack propagation mechanisms in coal subjected to drilling-induced pressure relief in mines.

Authors

Institutions

Publication Details

Journal
Scientific Reports
Published
2026-03-26
DOI
https://doi.org/10.1038/s41598-026-44731-x
Primary Topic
Geotechnical and Geomechanical Engineering
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Mechanism of coal mass fracture expansion under drilling and pressure relief

Cai‐Ping Lu, Qi-Xiang Zhou, Lu-Hao Zhou, Yang Liu et al.
Scientific Reports
Geotechnical and Geomechanical Engineering
article

Mechanism of coal mass fracture expansion under drilling and pressure relief

Cai‐Ping Lu, Qi-Xiang Zhou, Lu-Hao Zhou, Yang Liu, Chao Wang, Kun Liu
article en

Abstract

To clarify the nonlinear transformation of coal from elastic energy storage to macroscopic fracture under borehole unloading, this study develops a multistage loading–unloading experimental system, incorporates acoustic emission monitoring, and utilises techniques such as moment tensor inversion, time–frequency analysis, and stress field inversion to examine the fracture propagation mechanisms and stress response characteristics of coal. The experimental findings indicate that borehole unloading causes local stress disturbances, which significantly influenced the fracture propagation paths and failure modes, thereby governing the macro-damage evolution process. The three-stage source mechanism analysis reveals that shear failure predominates throughout, while tensile failure notably increases during the secondary loading stage, indicating stage-dependent restructuring of stress distributions within the coal. Stress field inversion results reveal that in the initial loading stage, the maximum principal stress aligns southwest–northeast. During the secondary loading stage, the stress field shifts to a southeast–northwest inclined shear-dominated configuration, promoting shear-tension coupled fracturing. Borehole diameter affects fracturing behaviour: a 10 mm-diameter borehole initiates local high-energy events that inhibit crack propagation, whereas a 12-mm-diameter borehole enables energy cascade release and chain-like destruction. Time–frequency analysis shows that shear fractures mainly concentrate at 80–90 kHz with short-term energy aggregation; tensile fractures occur at 40–50 kHz, displaying mid-frequency expansion characteristics; and compression fractures are characterised by continuous low-frequency outputs at 10–20 kHz. Through theoretical analysis, a borehole pressure relief coal elastic–plastic damage model was developed to elucidate the control mechanisms of lateral pressure coefficient, borehole diameter, and stress level on the evolution of the plastic zone. This study enhances the understanding of crack propagation mechanisms in coal subjected to drilling-induced pressure relief in mines.

Scientific Reports
China University of Mining and Technology (CN), Zoucheng People's Hospital (CN), Shanxi Jincheng Anthracite Mining Group (China) (CN)
Climate action
Openalex Percentile: Top 8%
Geotechnical and Geomechanical Engineering
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.