Experimental Study on Similarity Simulation of Mechanical Properties of Coal Rock Mass in Folded Structural Zones

To thoroughly investigate the mechanisms behind coal and gas outbursts in folded structural areas, we conducted similarity simulation experiments using a custom-built apparatus designed to replicate these structures. The objective was to analyze the stress distribution characteristics of coal rock m...

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Main Authors: Dayang Xu, Qianting Hu, Yunpei Liang, Han Liu, Zili Yang
Format: Article
Language:English
Published: Wiley 2024-01-01
Series:Geofluids
Online Access:http://dx.doi.org/10.1155/gfl/5037109
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author Dayang Xu
Qianting Hu
Yunpei Liang
Han Liu
Zili Yang
author_facet Dayang Xu
Qianting Hu
Yunpei Liang
Han Liu
Zili Yang
author_sort Dayang Xu
collection DOAJ
description To thoroughly investigate the mechanisms behind coal and gas outbursts in folded structural areas, we conducted similarity simulation experiments using a custom-built apparatus designed to replicate these structures. The objective was to analyze the stress distribution characteristics of coal rock masses under horizontal structural stress within folded zones. The experimental outcomes reveal that, under horizontal loading, shear cracks progressively develop along layer directions within the anticline wing, anticline axis, and syncline axis, evolving continuously along the interlayer direction. In these folded structures, horizontal stress consistently remains compressive, with the highest compressive stress concentrations observed at the anticline axis, followed by the wings and turning points of the anticline, and the lowest in the syncline axis area. The stress coefficient (k) in the anticline axis reached values as high as 3.18, while the syncline axis exhibited much lower stress concentrations, with k values of 0.66. Vertically, the anticline axis and its wings primarily experience tensile stress, whereas the syncline and its wings mainly undergo vertical compressive stress. The anticline axis region, subjected to horizontal structural stress, tends to develop tension cracks, which adversely affect gas retention. The combination of horizontal tension and vertical tensile stress in this region reduces the risk of coal and gas outbursts. Conversely, the syncline axis area, experiencing triaxial compressive stress, exhibits a higher degree of stress concentration and superior gas sealing capacity, rendering it more vulnerable to coal and gas outbursts. These findings provide essential insights for refining coal mining methodologies in fold structures, particularly for addressing the safety challenges posed by coal and gas outbursts.
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institution Kabale University
issn 1468-8123
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publishDate 2024-01-01
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spelling doaj-art-649922757d3c4f4aa9611114171d44bb2025-01-04T00:00:03ZengWileyGeofluids1468-81232024-01-01202410.1155/gfl/5037109Experimental Study on Similarity Simulation of Mechanical Properties of Coal Rock Mass in Folded Structural ZonesDayang Xu0Qianting Hu1Yunpei Liang2Han Liu3Zili Yang4School of Architecture Engineering and PlanningState Key Laboratory of Coal Mine Disaster Dynamics and ControlState Key Laboratory of Coal Mine Disaster Dynamics and ControlState Key Laboratory of Coal Mine Disaster Dynamics and ControlState Key Laboratory of Coal Mine Disaster Dynamics and ControlTo thoroughly investigate the mechanisms behind coal and gas outbursts in folded structural areas, we conducted similarity simulation experiments using a custom-built apparatus designed to replicate these structures. The objective was to analyze the stress distribution characteristics of coal rock masses under horizontal structural stress within folded zones. The experimental outcomes reveal that, under horizontal loading, shear cracks progressively develop along layer directions within the anticline wing, anticline axis, and syncline axis, evolving continuously along the interlayer direction. In these folded structures, horizontal stress consistently remains compressive, with the highest compressive stress concentrations observed at the anticline axis, followed by the wings and turning points of the anticline, and the lowest in the syncline axis area. The stress coefficient (k) in the anticline axis reached values as high as 3.18, while the syncline axis exhibited much lower stress concentrations, with k values of 0.66. Vertically, the anticline axis and its wings primarily experience tensile stress, whereas the syncline and its wings mainly undergo vertical compressive stress. The anticline axis region, subjected to horizontal structural stress, tends to develop tension cracks, which adversely affect gas retention. The combination of horizontal tension and vertical tensile stress in this region reduces the risk of coal and gas outbursts. Conversely, the syncline axis area, experiencing triaxial compressive stress, exhibits a higher degree of stress concentration and superior gas sealing capacity, rendering it more vulnerable to coal and gas outbursts. These findings provide essential insights for refining coal mining methodologies in fold structures, particularly for addressing the safety challenges posed by coal and gas outbursts.http://dx.doi.org/10.1155/gfl/5037109
spellingShingle Dayang Xu
Qianting Hu
Yunpei Liang
Han Liu
Zili Yang
Experimental Study on Similarity Simulation of Mechanical Properties of Coal Rock Mass in Folded Structural Zones
Geofluids
title Experimental Study on Similarity Simulation of Mechanical Properties of Coal Rock Mass in Folded Structural Zones
title_full Experimental Study on Similarity Simulation of Mechanical Properties of Coal Rock Mass in Folded Structural Zones
title_fullStr Experimental Study on Similarity Simulation of Mechanical Properties of Coal Rock Mass in Folded Structural Zones
title_full_unstemmed Experimental Study on Similarity Simulation of Mechanical Properties of Coal Rock Mass in Folded Structural Zones
title_short Experimental Study on Similarity Simulation of Mechanical Properties of Coal Rock Mass in Folded Structural Zones
title_sort experimental study on similarity simulation of mechanical properties of coal rock mass in folded structural zones
url http://dx.doi.org/10.1155/gfl/5037109
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AT yunpeiliang experimentalstudyonsimilaritysimulationofmechanicalpropertiesofcoalrockmassinfoldedstructuralzones
AT hanliu experimentalstudyonsimilaritysimulationofmechanicalpropertiesofcoalrockmassinfoldedstructuralzones
AT ziliyang experimentalstudyonsimilaritysimulationofmechanicalpropertiesofcoalrockmassinfoldedstructuralzones