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Analysis of Goaf Stability Before and After Backfill
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Chang LIU1, 2, Zeyang GUO1, 2, Feifei JIANG3, 4, Ximing JIAN5, Xiaoqiang GUO5, Yuning GUO1, 2, Min HUANG5, 6, Mingfa HUANG5, 6
Mining and Metallurgical Engineering | 2024, 44(5) : 17 - 21
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Mining and Metallurgical Engineering | 2024, 44(5): 17-21
MINING
Analysis of Goaf Stability Before and After Backfill
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Chang LIU1, 2, Zeyang GUO1, 2, Feifei JIANG3, 4, Ximing JIAN5, Xiaoqiang GUO5, Yuning GUO1, 2, Min HUANG5, 6, Mingfa HUANG5, 6
Affiliations
  • 1.Changsha Institute of Mining Research Co., Ltd., Changsha 410012, Hunan, China
  • 2.State Key Laboratory of Safety Technology for Metal Mines, Changsha 410012, Hunan, China
  • 3.Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, Hubei, China
  • 4.State Key Laboratory of Geomechanics and Geotechnical Engineering, Wuhan 430071, Hubei, China
  • 5.Zijin Mining Group Co., Ltd., Shanghang 364200, Fujian, China
  • 6.Zijin (Changsha) Engineering Technology Co., Ltd., Changsha 410000, Hunan, China
Published: 2024-10-01 doi: 10.3969/j.issn.0253-6099.2024.05.004
Outline
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The stability of goafs in a mine was analyzed. Firstly, the current situation of the goafs was investigated in detail to clarify the distribution and volume of goafs. Secondly, the stability variation of goafs before and after backfill was evaluated based on the FLAC3D simulation results. It is found that there are five main goafs in the mine, which are distributed in the middle section of 700-860 m, with total volume of around 404 500 m3. Currently, the roof of goaf is unstable, posing a greater potential risk of collapse. The rock mass that is not connected together from 1# to 4# goaf has concentrated force on it and a plastic zone penetrates through, possibly causing large-scale instability. After the goafs in the middle section of 700-820 m are gradually backfilled, the risk of goaf instability can be gradually eliminated, and production activities in the middle section below 700 m won't be affected. It is recommended that 1#-4# goafs should be preferably backfilled to reduce the risk of roof collapse and penetration.

goaf  /  goaf stability  /  numerical simulation  /  backfill  /  underground mining
Chang LIU, Zeyang GUO, Feifei JIANG, Ximing JIAN, Xiaoqiang GUO, Yuning GUO, Min HUANG, Mingfa HUANG. Analysis of Goaf Stability Before and After Backfill[J]. Mining and Metallurgical Engineering, 2024 , 44 (5) : 17 -21 . DOI: 10.3969/j.issn.0253-6099.2024.05.004
Year 2024 volume 44 Issue 5
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Article Info
doi: 10.3969/j.issn.0253-6099.2024.05.004
  • Receive Date:2024-05-06
  • Online Date:2026-03-17
  • Published:2024-10-01
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  • Received:2024-05-06
Funding
Affiliations
    1.Changsha Institute of Mining Research Co., Ltd., Changsha 410012, Hunan, China
    2.State Key Laboratory of Safety Technology for Metal Mines, Changsha 410012, Hunan, China
    3.Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, Hubei, China
    4.State Key Laboratory of Geomechanics and Geotechnical Engineering, Wuhan 430071, Hubei, China
    5.Zijin Mining Group Co., Ltd., Shanghang 364200, Fujian, China
    6.Zijin (Changsha) Engineering Technology Co., Ltd., Changsha 410000, Hunan, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

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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