收藏切换
Instability Characteristics of Open-Pit Bottom Pillar Structure System Based on the Gravity Increase Method
收藏切换
Sheng LI1, 2, Hui RONG1, Jie ZHANG3, Qiangying MA4, Zengxiang LU4, Jiaoqun LI4
Mining Research and Development | 2025, 45(7) : 43 - 50
Less
收藏切换
Mining Research and Development | 2025, 45(7): 43-50
Instability Characteristics of Open-Pit Bottom Pillar Structure System Based on the Gravity Increase Method
Full
Sheng LI1, 2, Hui RONG1, Jie ZHANG3, Qiangying MA4, Zengxiang LU4, Jiaoqun LI4
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.China ENFI Engineering Corporation, Beijing, 100038, China
  • 4.School of Mining Engineering, University of Science and Technology Liaoning, Anshan, Liaoning 114051, China
Published: 2025-07-25
Outline
收藏切换

The open stope mining with subsequent filling method is adopted in the open-pit to underground mining in Sijiaying Iron Mine, and horizontal isolation pillars are required to realize the isolation of open-pit and underground mining system to ensure the safety of underground mining. In order to improve the overall stability of the mining area, based on the gravity increase method, the effects of gravity acceleration on the distribution of stress field, displacement field and plastic zone of the open-pit bottom pillar structure system were studied when the thickness of open-pit bottom boundary pillar was 45 m and the width of panel pillar was 20 m. The results show that under the initial gravity acceleration, the pillar structure system is basically in a stable state, and with the increase of the gravity acceleration, the stress concentration phenomenon of the pillar structure system continues to increase. When the gravity acceleration increases to 2 times of the initial one, the maximum principal stress reaches 56.98 MPa. The distribution range of tensile stress also expands with the increase of gravity acceleration, and the value of tensile stress finally reaches the tensile strength of rock mass. Under the initial gravity acceleration, the maximum displacement of the pillar structure system is 259 mm and the distribution range is very small and the pillar system is in a stable state. However, the displacement increases exponentially with the gravity acceleration. The pit bottom boundary pillar and panel pillar within the range of N22 to N26 exploration lines in the mining area are high-risk areas prone to instability, which is likely to cause multiple pillar chain instability and failure. It is suggested that in the process of design and mining, measures should be taken to improve the bearing capacity of the panel pillars and the filling quality of the goaf in the range of N22 to N26 exploration lines, so as to ensure the safety and reliability of the open-pit to underground mining of Sijiaying Iron Mine.

Open-pit to underground mining  /  Bottom boundary pillar  /  Pillar structure system  /  Gravity increase method  /  Instability characteristic
李胜, 荣辉, 张杰, 马强英, 路增祥, 李角群. 基于重度增加法的露天坑底矿柱系统失稳特征. 矿业研究与开发, 2025 , 45 (7) : 43 -50 .
Sheng LI, Hui RONG, Jie ZHANG, Qiangying MA, Zengxiang LU, Jiaoqun LI. Instability Characteristics of Open-Pit Bottom Pillar Structure System Based on the Gravity Increase Method[J]. Mining Research and Development, 2025 , 45 (7) : 43 -50 .
Year 2025 volume 45 Issue 7
92
46
Cite this Article
BibTeX
Article Info
  • Receive Date:2025-01-21
  • Online Date:2026-10-28
  • Published:2025-07-25
Article Data
Affiliations
History
  • Received:2025-01-21
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.China ENFI Engineering Corporation, Beijing, 100038, China
    4.School of Mining Engineering, University of Science and Technology Liaoning, Anshan, Liaoning 114051, China
References
Share
https://castjournals.cast.org.cn/joweb/kyyjykf/EN/
Share to
QR

Scan QR to access full text

Cite this article
BibTeX
Citations
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
关闭全屏
  • BibTeX
  • EndNote
  • RefWorks
  • TxT