The Catastrophic Failure Mechanisms and the Prevention of Dynamic Pressure-Related Hazards During Mining Under an Interval Goaf Through an Isolated Coal Pillar in Shallow and Closely Spaced Coal Seams

Given the potential for dynamic load-induced support crushing that may occur during mining under an interval goaf through an isolated coal pillar (ICP) in shallow closely spaced coal seams, this paper systematically explored this issue through a case study of the 30,103 working face at the Nanliang Coal Mine. We employed a combined approach of similarity simulations, theoretical analyses, numerical simulations, and field measurements to investigate the catastrophic failure mechanisms and prevention strategies for dynamic pressure-related hazards encountered when mining a lower coal seam that passes through an ICP. The findings indicated that the synchronous cutting instability of the interlayer effective bearing stratum (IEBS) and double-arch bridge structure of the ICP roof were the primary causes of dynamic load-induced support crushing at the working face. A mechanical model was developed to characterize the IEBS instability during mining under an interval goaf. The sources and transmission pathways of dynamic mining pressure during mining passing through the ICP were clarified. The linked instability of the double-arch bridge structure of the ICP roof was induced by IEBS failure. The UDEC numerical model was utilized to elucidate the instability of the IEBS during mining in the lower coal seam and to analyze the vertical stress distribution patterns in the floor rock strata of the interval goaf. A comprehensive prevention and control strategy for roof dynamic pressure, which includes pre-releasing concentrated stress in the ICP, strengthening the support strength of the working face, and accelerating the advancement speed was proposed. The effectiveness of this prevention and control strategy was validated through actually monitoring the characteristics of mining pressure data from the 30,103 working face following pressure relief. The findings provide valuable insights for rock stratum control of shallow and closely spaced coal seam mining under similar conditions.

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Publication Details

Journal
Applied Sciences
Published
2024-11-15
DOI
https://doi.org/10.3390/app142210554
Citations
5
Primary Topic
Geotechnical and Geomechanical Engineering
Type
article
Field-Weighted Citation Impact
1.35
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article

The Catastrophic Failure Mechanisms and the Prevention of Dynamic Pressure-Related Hazards During Mining Under an Interval Goaf Through an Isolated Coal Pillar in Shallow and Closely Spaced Coal Seams

Yifeng He, Shoushi Gao, Bin Wang, Jie Zhang et al.
5 citations
Applied Sciences
Geotechnical and Geomechanical Engineering
1.35
article

The Catastrophic Failure Mechanisms and the Prevention of Dynamic Pressure-Related Hazards During Mining Under an Interval Goaf Through an Isolated Coal Pillar in Shallow and Closely Spaced Coal Seams

Yifeng He, Shoushi Gao, Bin Wang, Jie Zhang, Hui Liu, Haifei Lin
article en
5 citations

Abstract

Given the potential for dynamic load-induced support crushing that may occur during mining under an interval goaf through an isolated coal pillar (ICP) in shallow closely spaced coal seams, this paper systematically explored this issue through a case study of the 30,103 working face at the Nanliang Coal Mine. We employed a combined approach of similarity simulations, theoretical analyses, numerical simulations, and field measurements to investigate the catastrophic failure mechanisms and prevention strategies for dynamic pressure-related hazards encountered when mining a lower coal seam that passes through an ICP. The findings indicated that the synchronous cutting instability of the interlayer effective bearing stratum (IEBS) and double-arch bridge structure of the ICP roof were the primary causes of dynamic load-induced support crushing at the working face. A mechanical model was developed to characterize the IEBS instability during mining under an interval goaf. The sources and transmission pathways of dynamic mining pressure during mining passing through the ICP were clarified. The linked instability of the double-arch bridge structure of the ICP roof was induced by IEBS failure. The UDEC numerical model was utilized to elucidate the instability of the IEBS during mining in the lower coal seam and to analyze the vertical stress distribution patterns in the floor rock strata of the interval goaf. A comprehensive prevention and control strategy for roof dynamic pressure, which includes pre-releasing concentrated stress in the ICP, strengthening the support strength of the working face, and accelerating the advancement speed was proposed. The effectiveness of this prevention and control strategy was validated through actually monitoring the characteristics of mining pressure data from the 30,103 working face following pressure relief. The findings provide valuable insights for rock stratum control of shallow and closely spaced coal seam mining under similar conditions.

Applied SciencesVol. 14(22)
Xi'an University of Science and Technology (CN), Shaanxi Yulin Energy Group (CN)
Life below water
Openalex Percentile: Top 22%
Geotechnical and Geomechanical Engineering
1.35
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