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Application of Large-Diameter Anti-Slip Pile in Mine Slope Treatment
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Chenchang WEI1, Zeng MA2, 3, Zhongguang ZHANG4, Yujun XIAO4, Hanqiang FEI2, 3, Chunhui SUN2, 3
Mining Research and Development | 2025, 45(2) : 132 - 138
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Mining Research and Development | 2025, 45(2): 132-138
Application of Large-Diameter Anti-Slip Pile in Mine Slope Treatment
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Chenchang WEI1, Zeng MA2, 3, Zhongguang ZHANG4, Yujun XIAO4, Hanqiang FEI2, 3, Chunhui SUN2, 3
Affiliations
  • 1.Liancheng Zijin Mining Co., Ltd., Longyan, Fujian 366208, China
  • 2.State Key Laboratory of Safety Technology of Metal Mines, Changsha Institute of Mining Research Co., Ltd., Changsha, Hunan 410012, China
  • 3.Hunan Engineering Research Center of Prevention and Management of Mine Geological Hazard and Environmental Reconstruction, Changsha, Hunan 410012, China
  • 4.Hunchun Zijin Mining Co., Ltd., Hunchun, Jilin 133312, China
Published: 2025-02-25
Outline
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On the basis of revealing the formation mechanism and development mechanism of the slope in the latent sliding zone of Shuguang Gold-Copper Mine, the treatment work of slope in the latent sliding zone was carried out. The formation factors and processes of the latent sliding zone were studied through on-site engineering geological investigation and limit equilibrium analysis. Based on engineering geological investigation, the formation factors of the latent sliding zone were divided into internal and external factors, and the formation process was divided into three stages, including the generation, development, and penetration of slope cracks. Combining the treatment conditions, a treatment scheme with large-diameter anti-slip piles has been formulated. Through engineering geological investigation and parameter back calculation, the rock mass parameters and the position of sliding surface of the latent sliding zone have been determined. Based on the residual sliding force calculation, a single row of circular anti-slip piles with a diameter of 800 mm, a length of 32 m, and a hole spacing of 4 m will be constructed on the 590 m platform. Three limit equilibrium analysis methods were used to verify the stability of the post-treatment slope, and the results show that anti-slip piles can effectively resist sliding. The research results can provide a reference for safety production and slope treatment in mines.

Slope treatment  /  Large-diameter anti-slip pile  /  Geologic investigation  /  Latent sliding zone
魏宸昌, 马增, 张忠光, 肖玉军, 费汉强, 孙春辉. 大直径抗滑桩在矿山边坡治理中的应用. 矿业研究与开发, 2025 , 45 (2) : 132 -138 .
Chenchang WEI, Zeng MA, Zhongguang ZHANG, Yujun XIAO, Hanqiang FEI, Chunhui SUN. Application of Large-Diameter Anti-Slip Pile in Mine Slope Treatment[J]. Mining Research and Development, 2025 , 45 (2) : 132 -138 .
Year 2025 volume 45 Issue 2
64
30
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Article Info
  • Receive Date:2024-04-17
  • Online Date:2026-10-29
  • Published:2025-02-25
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History
  • Received:2024-04-17
Affiliations
    1.Liancheng Zijin Mining Co., Ltd., Longyan, Fujian 366208, China
    2.State Key Laboratory of Safety Technology of Metal Mines, Changsha Institute of Mining Research Co., Ltd., Changsha, Hunan 410012, China
    3.Hunan Engineering Research Center of Prevention and Management of Mine Geological Hazard and Environmental Reconstruction, Changsha, Hunan 410012, China
    4.Hunchun Zijin Mining Co., Ltd., Hunchun, Jilin 133312, 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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