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Study on Failure Evolution Characteristics and Stability of Slope Boundary Pillar in Transition from Open-Pit to Underground Mining
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Sheng Li1, 2, Yanting Chen3, Chenglong Zhang1, Jie Zhang4, Wantao Li1, Qiangying Ma5, Zengxiang Lu5, Jiaoqun Li5
Mining Research and Development | 2026, 46(5) : 110 - 119
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Mining Research and Development | 2026, 46(5): 110-119
Study on Failure Evolution Characteristics and Stability of Slope Boundary Pillar in Transition from Open-Pit to Underground Mining
Full
Sheng Li1, 2, Yanting Chen3, Chenglong Zhang1, Jie Zhang4, Wantao Li1, Qiangying Ma5, Zengxiang Lu5, Jiaoqun Li5
Affiliations
  • 1.Hebei Iron and Steel Group Mining Co., Ltd., Tangshan, Hebei 063009, China
  • 2.School of Resources and Civil Engineering, Northeastern University, Shenyang, Liaoning 110819, China
  • 3.Hebei Iron and Steel Group Mining Design Co., Ltd., Tangshan, Hebei 063009, China
  • 4.China ENFI Engineering Corporation, Beijing 100038, China
  • 5.School of Mining Engineering, University of Science and Technology Liaoning, Anshan, Liaoning 114051, China
Published: 2026-05-25
Outline
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In view of the fact that Sijiaying Iron Mine does not have the condition of plane boundary expansion, it is necessary to set up the slope boundary pillar after the transition from open-pit to underground mining. The gravity increase method was adopted to study the stability of the slope boundary pillar after the transition from open-pit to underground mining. The evolution characteristics and laws of the stress field, displacement field and plastic zone of the slope boundary pillar under different gravity accelerations were obtained. The results show that under the condition of initial gravity acceleration of 1.0g, the 40 m thick slope boundary pillar can ensure the safety of underground mining and avoid instability of open-pit slope, such as collapse, caving and landslide. With the increase of gravity acceleration, the progressive instability failure of the slope boundary pillar can be divided into four stages: stable, slight deformation, serious deformation and instability failure. Slope boundary pillar is affected by the unloading of underground mining. The maximum principal stress is basically within 30 MPa, and the minimum principal stress and its distribution range increase greatly. The tensile stress value reaches more than 3 MPa, which is prone to tensile failure. The displacement field and plastic zone expansion characteristics of the slope boundary pillar are highly consistent with the tensile stress, expanding from the slope toe to the slope top on the west slope of the open pit. The research results have a certain guiding role in preventing and controlling slope instability after the transition from open-pit to underground mining.

Transition from open-pit to underground mining  /  Slope boundary pillar  /  Gravity increase method  /  Stress field  /  Displacement field  /  Plastic zone  /  Instability failure
李胜, 陈彦亭, 张成龙, 张杰, 李万涛, 马强英, 路增祥, 李角群. 露天转地下开采边坡境界矿柱破坏演化特征及稳定性研究. 矿业研究与开发, 2026 , 46 (5) : 110 -119 .
Sheng Li, Yanting Chen, Chenglong Zhang, Jie Zhang, Wantao Li, Qiangying Ma, Zengxiang Lu, Jiaoqun Li. Study on Failure Evolution Characteristics and Stability of Slope Boundary Pillar in Transition from Open-Pit to Underground Mining[J]. Mining Research and Development, 2026 , 46 (5) : 110 -119 .
Year 2026 volume 46 Issue 5
78
12
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Article Info
  • Receive Date:2025-06-06
  • Online Date:2026-10-27
  • Published:2026-05-25
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History
  • Received:2025-06-06
Funding
Affiliations
    1.Hebei Iron and Steel Group Mining Co., Ltd., Tangshan, Hebei 063009, China
    2.School of Resources and Civil Engineering, Northeastern University, Shenyang, Liaoning 110819, China
    3.Hebei Iron and Steel Group Mining Design Co., Ltd., Tangshan, Hebei 063009, China
    4.China ENFI Engineering Corporation, Beijing 100038, China
    5.School of Mining Engineering, University of Science and Technology Liaoning, Anshan, Liaoning 114051, 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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