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Study on Reasonable Parameters of Blasting Along Hard Roof in Gob-Side Roadway
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Xiufeng ZHANG1, Zonglong MU2, 3, Hao WANG1, Chunlong JIANG3, Yang CHEN1, Jiaxin ZHUANG3, Cao MAN1, Jinglong CAO3
Mining Research and Development | 2025, 45(5) : 132 - 141
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Mining Research and Development | 2025, 45(5): 132-141
Study on Reasonable Parameters of Blasting Along Hard Roof in Gob-Side Roadway
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Xiufeng ZHANG1, Zonglong MU2, 3, Hao WANG1, Chunlong JIANG3, Yang CHEN1, Jiaxin ZHUANG3, Cao MAN1, Jinglong CAO3
Affiliations
  • 1.Shandong Energy Group Co., Ltd., Jinan, Shandong 250014, China
  • 2.Jiangsu Engineering Laboratory of Mine Earthquake Monitoring and Prevention, China University of Mining and Technology, Xuzhou, Jiangsu 221116, China
  • 3.School of Mines, China University of Mining and Technology, Xuzhou, Jiangsu 221116, China
Published: 2025-05-25
Outline
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The stress concentration of the roof and the solid coal side will be caused by the untimely collapse of the lateral hard roof in the gob-side roadway, which poses a major threat to the safety of the working face, and the blasting method is often used to weaken it. Taking the gob-side roadway of a working face as the background, the relationships among blasting angle, blasting height and pressure relief effect of the hard roof in the gob-side roadway were studied by means of theoretical analysis, numerical simulation and field practice. The results show that the fracture position on the goaf side is the most conducive to maintaining the stability of roadway surrounding rock during the blasting of gob-side roadway. The blasting angle should be higher than the breaking angle formed when the key stratum is broken, and the roof pressure above the coal pillar after blasting should be avoided. In the range of reasonable blasting angle, with the increase of blasting angle, the pressure relief effect is improved. When the blasting height reaches the top of the combined sub-key stratum, a better pressure relief effect can be achieved. The field engineering practice shows that under the condition of reasonable parameters, the implementation of strike blasting on the roof of gob-side roadway can effectively reduce the impact risk and ensure the safe production of working face. The research results can provide theoretical and engineering basis for mines with similar conditions.

Gob-side roadway  /  Deep hole blasting  /  Hard roof  /  Pressure relief mechanism  /  Blasting parameter  /  Numerical simulation
张修峰, 牟宗龙, 王浩, 蒋春龙, 陈洋, 庄佳鑫, 满操, 曹京龙. 沿空巷坚硬顶板走向爆破合理参数研究. 矿业研究与开发, 2025 , 45 (5) : 132 -141 .
Xiufeng ZHANG, Zonglong MU, Hao WANG, Chunlong JIANG, Yang CHEN, Jiaxin ZHUANG, Cao MAN, Jinglong CAO. Study on Reasonable Parameters of Blasting Along Hard Roof in Gob-Side Roadway[J]. Mining Research and Development, 2025 , 45 (5) : 132 -141 .
Year 2025 volume 45 Issue 5
54
26
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Article Info
  • Receive Date:2024-06-13
  • Online Date:2026-10-30
  • Published:2025-05-25
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History
  • Received:2024-06-13
Funding
Affiliations
    1.Shandong Energy Group Co., Ltd., Jinan, Shandong 250014, China
    2.Jiangsu Engineering Laboratory of Mine Earthquake Monitoring and Prevention, China University of Mining and Technology, Xuzhou, Jiangsu 221116, China
    3.School of Mines, China University of Mining and Technology, Xuzhou, Jiangsu 221116, 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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