Evolution Mechanism and Theoretical Model of Porosity and Permeability in Crushed Coal Under Compression

Coal spontaneous combustion is a major threat to coal mine safety. The accumulation of heat from broken coal in goaf is prone to coal spontaneous combustion. A deep study of the evolution mechanism and theoretical model of porosity and permeability in crushed coal under compression is crucial for understanding the process of coal spontaneous combustion. This paper utilizes an experimental apparatus for gas seepage in crushed coal under compression developed by our research team. It systematically explores the changes in strain, porosity, and permeability of single particle and mixed particle coal during stress infiltration. The experimental results show that the strain of coal with different grain sizes has a negative exponential relationship with stress, and porosity and permeability vary inversely and linearly with strain, respectively. Theoretical analysis indicates that the sliding and filling effect of particles is the primary cause of the changes in strain, porosity, and permeability. There is a one‐to‐one mapping relationship between the total strain, residual porosity, and residual permeability of coal with different grain sizes after compression and their respective change paths. Based on these findings, this paper establishes theoretical relationship models of stress–strain, strain–porosity, and strain–permeability, with total strain, residual porosity, and residual permeability as parameters. These research results will provide theoretical support for a deeper understanding of the occurrence and development processes of coal spontaneous combustion.

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Publication Details

Journal
Geofluids
Published
2025-01-01
DOI
https://doi.org/10.1155/gfl/8073802
Citations
1
Primary Topic
Coal Properties and Utilization
Type
article
Field-Weighted Citation Impact
1.15

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Evolution Mechanism and Theoretical Model of Porosity and Permeability in Crushed Coal Under Compression

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Evolution Mechanism and Theoretical Model of Porosity and Permeability in Crushed Coal Under Compression

Jiahui Shen, Lei Li, Jiaying Hu, Yang Su, Yufan Wang, Xi Zhang, Boning Jiang, Tianru Zhu, Jing Wang
article en
1 citations

Abstract

Coal spontaneous combustion is a major threat to coal mine safety. The accumulation of heat from broken coal in goaf is prone to coal spontaneous combustion. A deep study of the evolution mechanism and theoretical model of porosity and permeability in crushed coal under compression is crucial for understanding the process of coal spontaneous combustion. This paper utilizes an experimental apparatus for gas seepage in crushed coal under compression developed by our research team. It systematically explores the changes in strain, porosity, and permeability of single particle and mixed particle coal during stress infiltration. The experimental results show that the strain of coal with different grain sizes has a negative exponential relationship with stress, and porosity and permeability vary inversely and linearly with strain, respectively. Theoretical analysis indicates that the sliding and filling effect of particles is the primary cause of the changes in strain, porosity, and permeability. There is a one‐to‐one mapping relationship between the total strain, residual porosity, and residual permeability of coal with different grain sizes after compression and their respective change paths. Based on these findings, this paper establishes theoretical relationship models of stress–strain, strain–porosity, and strain–permeability, with total strain, residual porosity, and residual permeability as parameters. These research results will provide theoretical support for a deeper understanding of the occurrence and development processes of coal spontaneous combustion.

GeofluidsVol. 2025(1)
North China Institute of Science and Technology (CN), North China Institute of Aerospace Engineering (CN)
National Natural Science Foundation of China, Fundamental Research Funds for the Central Universities
Openalex Percentile: Top 20%
Coal Properties and Utilization
1.15
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