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Determination of the Safety Pillar Thickness and Prediction of Dangerous Slopes for a Mine in Transition from Open-Pit to Underground Mining
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Xiangqin WANG1, Yi YOU1, Jinchao DUAN1, 2, Yi HUANG1
Mining Research and Development | 2025, 45(11) : 62 - 70
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收藏切换
Mining Research and Development | 2025, 45(11): 62-70
Determination of the Safety Pillar Thickness and Prediction of Dangerous Slopes for a Mine in Transition from Open-Pit to Underground Mining
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Xiangqin WANG1, Yi YOU1, Jinchao DUAN1, 2, Yi HUANG1
Affiliations
  • 1.Changsha Nonferrous Metallurgy Design and Research Institute Co., Ltd., Changsha, Hunan 410019, China
  • 2.Center for Rock Instability and Seismicity Research, School of Resources and Civil Engineering, Northeastern University, Shenyang, Liaoning 110819, China
Published: 2025-11-25
Outline
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To determine the safety pillar thickness and predict dangerous slopes for a mine in transition from open-pit to underground mining, numerical simulation was conducted based on Rhino and FLAC3D software to analyze the safety pillar thickness, the reliability of the mining method, and the slope safety factor after the completion of underground mining. Firstly, the underground mining method was selected based on the occurrence characteristics of the orebody, then, a simplified stope model was established according to the selected mining method, and a relatively conservative safety pillar thickness was determined. Subsequently, the stope was further divided through refined modeling to verify the reliability of the selected mining method. Finally, the potential dangerous slopes were identified using the strength reduction method, and the slope safety factor after the completion of underground mining was determined. The results show that a 30 m thick safety pillar can ensure safe production during underground mining. After the completion of underground mining, the panel remains generally stable, and the selected mining method is reasonable and reliable. The slope safety factor after underground mining is 4, and the relatively dangerous slope is located on the northern side of the central part of the final pit boundary.

Transition from open-pit to underground mining  /  Safety pillar thickness  /  Mining method  /  Relatively dangerous slope  /  Numerical simulation
王祥钦, 尤祎, 段进超, 黄毅. 某露天转地下矿山保安矿柱厚度的确定和危险边坡预测. 矿业研究与开发, 2025 , 45 (11) : 62 -70 .
Xiangqin WANG, Yi YOU, Jinchao DUAN, Yi HUANG. Determination of the Safety Pillar Thickness and Prediction of Dangerous Slopes for a Mine in Transition from Open-Pit to Underground Mining[J]. Mining Research and Development, 2025 , 45 (11) : 62 -70 .
Year 2025 volume 45 Issue 11
74
37
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  • Receive Date:2024-11-15
  • Online Date:2026-10-28
  • Published:2025-11-25
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  • Received:2024-11-15
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Affiliations
    1.Changsha Nonferrous Metallurgy Design and Research Institute Co., Ltd., Changsha, Hunan 410019, China
    2.Center for Rock Instability and Seismicity Research, School of Resources and Civil Engineering, Northeastern University, Shenyang, Liaoning 110819, 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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