Study on mechanical properties and acoustic emission evolution law of raw coal in water-mechanical coupling environment

This study addresses the critical issue of water-coal interaction in deep coal mining, which affects safe and efficient production. Taking raw coal samples from the Wu Group of Pingmei No. 11 Mine as the research object, uniaxial compression and acoustic emission monitoring tests were conducted under different water immersion times (0 h, 4 h, 8 h, 12 h, 24 h, 48 h). The mechanical properties, deformation and failure behaviors, and energy evolution patterns of water-bearing coal samples were systematically investigated. The results show that the the stress-strain relationship curves of coal samples with different moisture contents exhibit four distinct stages: the crack compaction stage, the linear elastic stage, the plastic deformation stage, and the post-peak failure stage. With increasing moisture content, the failure morphology of the curves transitions from brittle to ductile. The elastic modulus, deformation modulus, and peak strength of the coal samples decrease significantly following a quadratic function with increasing moisture content, while the softening coefficient increases in a quadratic function form. Acoustic emission activity can be divided into three stages: a quiet period, a slow increase period, and a sharp increase period, which correspond to the crack compaction stage, the linear elastic stage, and the yield-failure stage in the stress-strain process, respectively. Analysis based on the energy dissipation theory indicates that only a small portion of the energy absorbed by coal samples during compression is stored as elastic energy, while most of the energy is dissipated in irreversible processes such as pore compaction, crack sliding, and crack propagation. Both the total absorbed energy and the releasable elastic energy before the peak decrease in a quadratic function form with increasing moisture content. This study provides important experimental evidence and a theoretical reference for the stability evaluation and disaster prevention and control of deep water-bearing coal masses.

Authors

Institutions

Publication Details

Journal
Scientific Reports
Published
2025-11-13
DOI
https://doi.org/10.1038/s41598-025-23466-1
Primary Topic
Rock Mechanics and Modeling
Type
article
Field-Weighted Citation Impact
0.00

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Study on mechanical properties and acoustic emission evolution law of raw coal in water-mechanical coupling environment

Fuxiang Xie, Yu‐Shun Yang, Jingke Wu
Scientific Reports
Rock Mechanics and Modeling
article

Study on mechanical properties and acoustic emission evolution law of raw coal in water-mechanical coupling environment

Fuxiang Xie, Yu‐Shun Yang, Jingke Wu
article en

Abstract

This study addresses the critical issue of water-coal interaction in deep coal mining, which affects safe and efficient production. Taking raw coal samples from the Wu Group of Pingmei No. 11 Mine as the research object, uniaxial compression and acoustic emission monitoring tests were conducted under different water immersion times (0 h, 4 h, 8 h, 12 h, 24 h, 48 h). The mechanical properties, deformation and failure behaviors, and energy evolution patterns of water-bearing coal samples were systematically investigated. The results show that the the stress-strain relationship curves of coal samples with different moisture contents exhibit four distinct stages: the crack compaction stage, the linear elastic stage, the plastic deformation stage, and the post-peak failure stage. With increasing moisture content, the failure morphology of the curves transitions from brittle to ductile. The elastic modulus, deformation modulus, and peak strength of the coal samples decrease significantly following a quadratic function with increasing moisture content, while the softening coefficient increases in a quadratic function form. Acoustic emission activity can be divided into three stages: a quiet period, a slow increase period, and a sharp increase period, which correspond to the crack compaction stage, the linear elastic stage, and the yield-failure stage in the stress-strain process, respectively. Analysis based on the energy dissipation theory indicates that only a small portion of the energy absorbed by coal samples during compression is stored as elastic energy, while most of the energy is dissipated in irreversible processes such as pore compaction, crack sliding, and crack propagation. Both the total absorbed energy and the releasable elastic energy before the peak decrease in a quadratic function form with increasing moisture content. This study provides important experimental evidence and a theoretical reference for the stability evaluation and disaster prevention and control of deep water-bearing coal masses.

Scientific ReportsVol. 15(1)
Suzhou University of Science and Technology (CN), State Key Laboratory of Oil and Gas Reservoir Geology and Exploitation (CN), China Coal Research Institute (China) (CN)
National Natural Science Foundation of China
Openalex Percentile: Top 61%
Rock Mechanics and Modeling
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.