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Study on the Degradation Model of Overlying Rock Strength Under Different Mining Heights and the Reasonable Initial Mining Height
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Weichong CHEN1, Jingzhu HUANG2, Jian XIAO3, Rui WU3, Juntao SUN4
Mining Research and Development | 2025, 45(9) : 27 - 35
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Mining Research and Development | 2025, 45(9): 27-35
Study on the Degradation Model of Overlying Rock Strength Under Different Mining Heights and the Reasonable Initial Mining Height
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Weichong CHEN1, Jingzhu HUANG2, Jian XIAO3, Rui WU3, Juntao SUN4
Affiliations
  • 1.CHN Energy Yulin Energy Co., Ltd., Yulin, Shaanxi 719000, China
  • 2.Jiangxi Provincial Key Laboratory of Environmental Geotechnical Engineering and Disaster Control, Jiangxi University of Science and Technology, Ganzhou, Jiangxi 341000, China
  • 3.School of Resources and Environmental Engineering, Jiangxi University of Science and Technology, Ganzhou, Jiangxi 341000, China
  • 4.Yunnan Institute of Water & Hydropower Engineering Investigation, Design and Research, Kunming, Yunnan 650205, China
Published: 2025-09-25
Outline
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In order to study the degradation law of mining height on the strength of overlying rock, taking the determination of reasonable initial mining height in the initial mining stage of Guojiawan 51208 working face as the background, the fracture density function was used to measure the degradation of mining height on the strength of overlying rock, and the theoretical model and numerical analysis model of the strength degradation of overlying rock under different mining heights were established. Combined with the parameters of the working face, the influence law of mining height on the stability of overlying rock was obtained. The results show that with the increase of mining height, the rotation angle gradually increases, the thickness of the rock layer loaded by the bearing layer gradually decreases, and the rock layer is more prone to rotary deformation and instability. When the advancing length of the working face is 40 m, the maximum displacement of the overlying rock and the plastic zone distribution of the basic roof are basically the same for the mining height of 2.5 m and 4.0 m. When the advancing length of the working face is 50 m and above, the maximum displacement of the overlying rock with a mining height of 4.0 m is more than10%higher than that with a mining height of 2.5 m, and the plastic zone of the basic roof is obviously increased. The peak value of advance support pressure increases with the increase of mining height, and the first weighting step decreases with the increase of mining height. The initial weighting step of 2.5 m mining height is 70 m. The initial mining height is 2.5 m, and the mining height is gradually adjusted to the actual coal thickness(4.0 m)after the first weighting of the main roof. The initial mining of the working face is more efficient and safe. The research results can provide reference for the initial mining roof control problem of the working face.

Initial mining height  /  Roof management  /  Structure of overlying rock  /  Degradation model  /  Numerical simulation
陈伟崇, 黄晶柱, 肖剑, 吴锐, 孙俊涛. 不同采高下覆岩强度劣化模型及合理初采高度研究. 矿业研究与开发, 2025 , 45 (9) : 27 -35 .
Weichong CHEN, Jingzhu HUANG, Jian XIAO, Rui WU, Juntao SUN. Study on the Degradation Model of Overlying Rock Strength Under Different Mining Heights and the Reasonable Initial Mining Height[J]. Mining Research and Development, 2025 , 45 (9) : 27 -35 .
Year 2025 volume 45 Issue 9
78
40
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Article Info
  • Receive Date:2024-10-18
  • Online Date:2026-10-28
  • Published:2025-09-25
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History
  • Received:2024-10-18
Funding
Affiliations
    1.CHN Energy Yulin Energy Co., Ltd., Yulin, Shaanxi 719000, China
    2.Jiangxi Provincial Key Laboratory of Environmental Geotechnical Engineering and Disaster Control, Jiangxi University of Science and Technology, Ganzhou, Jiangxi 341000, China
    3.School of Resources and Environmental Engineering, Jiangxi University of Science and Technology, Ganzhou, Jiangxi 341000, China
    4.Yunnan Institute of Water & Hydropower Engineering Investigation, Design and Research, Kunming, Yunnan 650205, China
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表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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