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Deformation and Failure Laws of Surrounding Rock in Jointed Roadway Under Dynamic Load
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Linlin CHEN1, 2, Zhaohui CAO2, Yu WANG2, Meifeng CAI2, Peng LI2, Zhiliu WANG3
Mining Research and Development | 2025, 45(4) : 104 - 119
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Mining Research and Development | 2025, 45(4): 104-119
Deformation and Failure Laws of Surrounding Rock in Jointed Roadway Under Dynamic Load
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Linlin CHEN1, 2, Zhaohui CAO2, Yu WANG2, Meifeng CAI2, Peng LI2, Zhiliu WANG3
Affiliations
  • 1.Gengcun Coal Mine, Henan Dayou Energy Co., Ltd., Sanmenxia, Henan 472401, China
  • 2.Key Laboratory of High -Efficient Mining and Safety of Metal Mines of Ministry of Education, University of Science and Technology Beijing, Beijing 100083, China
  • 3.School of Intelligent Construction and Civil Engineering, Zhongyuan University of Technology, Zhengzhou, Henan 450007, China
Published: 2025-04-25
Outline
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In order to reveal the deformation and failure laws of surrounding rock in jointed roadway under dynamic load, 3DEC software was used to simulate and analyze the influences of different burial depths, peak stresses, and load frequencies on the deformation and instability characteristics of surrounding rock in jointed roadway under blasting load in a certain mine. The results show that with the increase of blasting load disturbance time, the displacement of the roof, floor, and right wall of jointed roadway firstly increases, then decreases, and finally stabilizes. The displacement of the roadway surrounding rock increases linearly with the increase of burial depth and peak stress, and the plastic zone area of the roadway surrounding rock also increases accordingly. The deformation and failure degree of the roadway surrounding rock deepen, and the most serious location is on the floor.The displacement of the roadway surrounding rock decreases linearly with the increase of load frequency, and the area of the plastic zone around the roadway slightly decreases. The influences of three factors on the deformation of roadway surrounding rock were analyzed by response surface methodology. It was found that the burial depth had the most significant impact, followed by the peak stress, and the load frequency was the smallest. The research results can provide a theoretical guidance for mine safety production.

Blasting load  /  Surrounding rock in jointed roadway  /  Deformation and failure law  /  Response surface methodology  /  Numerical simulation
陈林林, 曹朝辉, 王宇, 蔡美峰, 李鹏, 王志留. 动载作用下节理化巷道围岩变形破坏规律研究. 矿业研究与开发, 2025 , 45 (4) : 104 -119 .
Linlin CHEN, Zhaohui CAO, Yu WANG, Meifeng CAI, Peng LI, Zhiliu WANG. Deformation and Failure Laws of Surrounding Rock in Jointed Roadway Under Dynamic Load[J]. Mining Research and Development, 2025 , 45 (4) : 104 -119 .
Year 2025 volume 45 Issue 4
53
28
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Article Info
  • Receive Date:2024-06-20
  • Online Date:2026-10-30
  • Published:2025-04-25
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History
  • Received:2024-06-20
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Affiliations
    1.Gengcun Coal Mine, Henan Dayou Energy Co., Ltd., Sanmenxia, Henan 472401, China
    2.Key Laboratory of High -Efficient Mining and Safety of Metal Mines of Ministry of Education, University of Science and Technology Beijing, Beijing 100083, China
    3.School of Intelligent Construction and Civil Engineering, Zhongyuan University of Technology, Zhengzhou, Henan 450007, 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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