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Study on Spatial Structure of Overlying Rock and Evolution Characteristics of Abutment Pressure in Superimposed Affected Area of Deep Goaf
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Jinhai LIU1, Guifeng ZHANG2, Yanlin ZHAO3, Xiaolong ZHANG2
Mining Research and Development | 2025, 45(11) : 10 - 20
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Mining Research and Development | 2025, 45(11): 10-20
Study on Spatial Structure of Overlying Rock and Evolution Characteristics of Abutment Pressure in Superimposed Affected Area of Deep Goaf
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Jinhai LIU1, Guifeng ZHANG2, Yanlin ZHAO3, Xiaolong ZHANG2
Affiliations
  • 1.School of Civil and Resources Engineering, University of Science and Technology Beijing, Beijing 100083, China
  • 2.Tianchen Coal Mine, Zaozhuang Mining (Group) Co., Ltd., Zaozhuang, Shandong 277500, China
  • 3.School of Resources & Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan, Hunan 411201, China
Published: 2025-11-25
Outline
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Revealing the distribution of abutment pressure in the superimposed affected area of goaf is the basis for carrying out the prevention and control of rock burst during excavation in this area. Taking the excavation of the 71330 track roadway in Tianchen Coal Mine as the engineering background, the spatial structure of overlying rock and the evolution characteristics of abutment pressure in the superimposed affected area of goaf were studied through theoretical analysis and numerical simulation. Corresponding countermeasures for prevention and control of rock burst were proposed, and these countermeasures were verified through on-site monitoring data. The results show that a single goaf forms an U-shaped spatial structure of overlying rock, with a relatively low degree of vertical stress concentration. When there are multiple goafs, a S-shaped spatial structure of overlying rock is formed on one side, and the degree of vertical stress concentration in its superimposed affected area is relatively high. During the excavation in the superimposed affected area of goaf, the degree of vertical stress concentration increases further. Adopting the “release-cutoff-reduction-impact resistance” countermeasures has achieved effective prevention and control of rock burst during excavation in the superimposed affected area of goaf. Microseismic events show the characteristic of “high frequency and low energy”. The load of anchor bolt (cable) to support roadway surrounding rock is lower than its fracture limit, and the observation value of the roadway side stress tends to be stable 30 days after point layout. The research results can provide a reference for the prevention and control of rock burst under similar conditions.

Deep goaf  /  Superimposed affected area  /  Rock burst  /  Spatial structure of overlying rock  /  Abutment pressure  /  Countermeasures for prevention and control
刘金海, 张桂峰, 赵延林, 张小龙. 深部采空区叠加影响区覆岩空间结构及支承压力演化特征研究. 矿业研究与开发, 2025 , 45 (11) : 10 -20 .
Jinhai LIU, Guifeng ZHANG, Yanlin ZHAO, Xiaolong ZHANG. Study on Spatial Structure of Overlying Rock and Evolution Characteristics of Abutment Pressure in Superimposed Affected Area of Deep Goaf[J]. Mining Research and Development, 2025 , 45 (11) : 10 -20 .
Year 2025 volume 45 Issue 11
105
48
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Article Info
  • Receive Date:2024-12-20
  • Online Date:2026-10-28
  • Published:2025-11-25
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  • Received:2024-12-20
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Affiliations
    1.School of Civil and Resources Engineering, University of Science and Technology Beijing, Beijing 100083, China
    2.Tianchen Coal Mine, Zaozhuang Mining (Group) Co., Ltd., Zaozhuang, Shandong 277500, China
    3.School of Resources & Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan, Hunan 411201, 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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