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    Stress Distribution Characteristics of the Surrounding Rock of the Gob-Side Coal–Rock Roadway in a Gently Inclined Coal Seam under the Influence of Excavation and Mining Disturbance Based on Infrared Detection

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 012::page 04023233-1
    Author:
    Lin Gao
    ,
    Shihao Zhao
    ,
    Xinyu Zhan
    ,
    Zhiqiang Zhao
    ,
    Pengze Liu
    ,
    Yongyin Wang
    ,
    Ping Liu
    DOI: 10.1061/IJGNAI.GMENG-8571
    Publisher: ASCE
    Abstract: To study the stress distribution characteristics of the surrounding rock of the gob-side coal–rock roadway in a gently inclined coal seam under the influence of excavation and mining disturbance, a physically similar simulation experiment was carried out. With an infrared thermal imager and professional infrared thermal analysis software (SmartView 4.3), the 2D and 3D temperature fields of the detection object were obtained, the numerical simulations were conducted, and the stress state of the surrounding rock was indirectly analyzed. The results indicated that during the excavation disturbance stage, the stress mainly occurred at the coal pillar side. When the coal pillar widths gradually decreased from 10 to 3 m, the stress monitoring value of the surrounding rock showed that the change process was “rising, decreasing, then rising again,” and the increase of the stress level of the surrounding rock was the greatest when the width was 8 m. With the increase of mining disturbance intensity, the coal pillar yielded instability gradually, and the stress concentration area of the surrounding rock gradually shifted from the initial coal pillar side to the lower solid coal side. Under the influence of excavation and mining disturbance, the range of relatively high or low temperatures of the surrounding rock was basically consistent with the large and small area distribution of the stress monitoring value during the surrounding rock stress concentration and transfer. This showed that the method of indirect analysis of the surrounding rock stress state based on infrared temperature detection was highly feasible. The numerical simulation results showed that under the influence of excavation and mining disturbance, the stress distribution of the surrounding rock was basically consistent with the infrared temperature field detection results during the surrounding rock stress concentration and transfer. Our research conclusions provide a scientific basis and theoretical guidance for the deformation mechanism and control technology of the surrounding rock of gob-side coal–rock roadways in a gently inclined coal seam.
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      Stress Distribution Characteristics of the Surrounding Rock of the Gob-Side Coal–Rock Roadway in a Gently Inclined Coal Seam under the Influence of Excavation and Mining Disturbance Based on Infrared Detection

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4296167
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    • International Journal of Geomechanics

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    contributor authorLin Gao
    contributor authorShihao Zhao
    contributor authorXinyu Zhan
    contributor authorZhiqiang Zhao
    contributor authorPengze Liu
    contributor authorYongyin Wang
    contributor authorPing Liu
    date accessioned2024-04-27T20:53:02Z
    date available2024-04-27T20:53:02Z
    date issued2023/12/01
    identifier other10.1061-IJGNAI.GMENG-8571.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296167
    description abstractTo study the stress distribution characteristics of the surrounding rock of the gob-side coal–rock roadway in a gently inclined coal seam under the influence of excavation and mining disturbance, a physically similar simulation experiment was carried out. With an infrared thermal imager and professional infrared thermal analysis software (SmartView 4.3), the 2D and 3D temperature fields of the detection object were obtained, the numerical simulations were conducted, and the stress state of the surrounding rock was indirectly analyzed. The results indicated that during the excavation disturbance stage, the stress mainly occurred at the coal pillar side. When the coal pillar widths gradually decreased from 10 to 3 m, the stress monitoring value of the surrounding rock showed that the change process was “rising, decreasing, then rising again,” and the increase of the stress level of the surrounding rock was the greatest when the width was 8 m. With the increase of mining disturbance intensity, the coal pillar yielded instability gradually, and the stress concentration area of the surrounding rock gradually shifted from the initial coal pillar side to the lower solid coal side. Under the influence of excavation and mining disturbance, the range of relatively high or low temperatures of the surrounding rock was basically consistent with the large and small area distribution of the stress monitoring value during the surrounding rock stress concentration and transfer. This showed that the method of indirect analysis of the surrounding rock stress state based on infrared temperature detection was highly feasible. The numerical simulation results showed that under the influence of excavation and mining disturbance, the stress distribution of the surrounding rock was basically consistent with the infrared temperature field detection results during the surrounding rock stress concentration and transfer. Our research conclusions provide a scientific basis and theoretical guidance for the deformation mechanism and control technology of the surrounding rock of gob-side coal–rock roadways in a gently inclined coal seam.
    publisherASCE
    titleStress Distribution Characteristics of the Surrounding Rock of the Gob-Side Coal–Rock Roadway in a Gently Inclined Coal Seam under the Influence of Excavation and Mining Disturbance Based on Infrared Detection
    typeJournal Article
    journal volume23
    journal issue12
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-8571
    journal fristpage04023233-1
    journal lastpage04023233-14
    page14
    treeInternational Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 012
    contenttypeFulltext
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