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Stability of Slope Rock Mass During Transition from Open-Pit to Underground Mining in Longshou Mine
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Jixiang LIU1, Yue ZHAO1, Yancheng SHEN1, Ercheng ZHAO1, Chunyang ZHANG2, Zhipeng DENG2
Mining and Metallurgical Engineering | 2026, 46(2) : 21 - 27
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Mining and Metallurgical Engineering | 2026, 46(2): 21-27
• MINING •
Stability of Slope Rock Mass During Transition from Open-Pit to Underground Mining in Longshou Mine
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Jixiang LIU1, Yue ZHAO1, Yancheng SHEN1, Ercheng ZHAO1, Chunyang ZHANG2, Zhipeng DENG2
Affiliations
  • 1.Lanzhou Engineering & Research Institute of Nonferrous Metallurgy Co., Ltd., Lanzhou 730000, Gansu, China
  • 2.School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, Hubei, China
doi: 10.3969/j.issn.0253-6099.2026.02.004
Outline
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To address the challenges of slope stability and ground pressure control during the transition from open-pit to underground mining in Jinchuan Longshou Mine, the stress evolution and plastic zone variation laws of the open-pit slope and orebody surrounding rock during underground stoping and backfill process were analyzed with numerical simulation. The results show that:Underground mining leads to the formation of an elliptical subsidence area on the surface of the open pit, where the subsidence displacement is positively correlated with the mining depth, and the maximum subsidence displacement reaches 1.53 m; underground stoping induces a significant redistribution of the secondary stress field, with the compressive stress in the bottom area of the open pit decreasing from 2.0 MPa to 0.1 MPa, forming a low-stress relaxation zone penetrating to the surface; the plastic zones are mainly distributed at the bottom of the open pit and the toe of the south slope, while the backfill body effectively restricts the plastic zone from extending deep into the slope, and there is no penetrating plastic zone inside the slope body, indicating the overall stability of the slope. In the subsequent deep mining process, it is recommended that microseismic monitoring and multi-point displacement observation should be strengthened in areas with developed plastic zones. Meanwhile, the backfill roof-contact rate should be strictly controlled to prevent local surrounding rock caving from inducing slope instability.

Longshou Mine  /  transition from open-pit to underground mining  /  slope stability  /  numerical simulation  /  subsidence displacement  /  stress contour  /  plastic zone
刘吉祥, 赵钺, 沈彦丞, 赵尔丞, 张春阳, 邓志鹏. 龙首矿露天转地下开采边坡岩体稳定性研究. 矿冶工程杂志, 2026 , 46 (2) : 21 -27 . DOI: 10.3969/j.issn.0253-6099.2026.02.004
Jixiang LIU, Yue ZHAO, Yancheng SHEN, Ercheng ZHAO, Chunyang ZHANG, Zhipeng DENG. Stability of Slope Rock Mass During Transition from Open-Pit to Underground Mining in Longshou Mine[J]. Mining and Metallurgical Engineering, 2026 , 46 (2) : 21 -27 . DOI: 10.3969/j.issn.0253-6099.2026.02.004
Year 2026 volume 46 Issue 2
120
21
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Article Info
doi: 10.3969/j.issn.0253-6099.2026.02.004
  • Receive Date:2025-10-23
  • Online Date:2026-10-08
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  • Received:2025-10-23
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Affiliations
    1.Lanzhou Engineering & Research Institute of Nonferrous Metallurgy Co., Ltd., Lanzhou 730000, Gansu, China
    2.School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, Hubei, 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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