收藏切换
Research on Rock Mass Quality Evaluation and Roadway Support Technology in Deep Large Scale Mines
收藏切换
Zhenjian YU1, Yongchao GONG2, 3, Dunxia LIAO2, 3, Weixing LIN2, 3, Chao CHEN4, Yuding WANG2, 3, Min XU1, Ke JIANG2, 3
Mining Research and Development | 2025, 45(6) : 1 - 11
Less
收藏切换
Mining Research and Development | 2025, 45(6): 1-11
Research on Rock Mass Quality Evaluation and Roadway Support Technology in Deep Large Scale Mines
Full
Zhenjian YU1, Yongchao GONG2, 3, Dunxia LIAO2, 3, Weixing LIN2, 3, Chao CHEN4, Yuding WANG2, 3, Min XU1, Ke JIANG2, 3
Affiliations
  • 1.Anhui Development Mining Co., Ltd., Lu'an, Anhui 237474, China
  • 2.Changsha Institute of Mining Research Co., Ltd., Changsha, Hunan 410012, China
  • 3.National Engineering Research Center for Metal Mining, Changsha, Hunan 410012, China
  • 4.Minmetals Mining Holdings Limited, Hefei, Anhui 230091, China
Published: 2025-06-25
Outline
收藏切换

In order to solve the problems of significant reduction of rock mass mechanical strength, poor integrity and extremely complex mining technical conditions in the 28-48 line ore body area of the deep −625 m middle section of Lilou Iron Mine due to the influence of weathering zone and fault cutting. The rock mass quality evaluation of four kinds of ore rocks in the upper and lower plates of the ore body area was carried out. It is found that the surrounding rock of the roof is poor, and the outer roadway of the vein should be arranged as much as possible in the stable marble of the lower plate. Based on the rock mass quality evaluation and the roadway failure mechanism analysis, four schemes of no support, bolt+steel arch support, bolt-shotcreting support and bolt-shotcreting+steel arch combined support were selected. FLAC3D software was used to simulate and analyze the stability of surrounding rock of deep −625 m middle roadway under four support schemes. The results show that compared with the no support, the minimum principal stress under the scheme of bolt+steel arch support, bolt-shotcreting support and bolt-shotcreting+steel arch combined support is reduced by 4.05%, 14.02% and 11.59% respectively, and the maximum subsidence of vertical displacement of roof is reduced by 10.33%, 42.46% and 43.35% respectively. The support effect of roadway surrounding rock from weak to strong is no support<bolt+steel arch support<bolt-shotcreting support≈bolt-shotcreting+steel arch combined support, and the support effect of bolt-shotcreting+steel arch combined support scheme is the best. After comprehensive consideration, it is considered that the selection of bolt-shotcreting support scheme can meet the support requirements of most mine weathering zone areas. Only in the extremely broken area, the bolt-shotcreting+steel arch combined support scheme is recommended. The research results can provide a basis for the subsequent operation and production of deep middle roadway and stope mining.

Deep orebody  /  Rock mass quality evaluation  /  Roadway support  /  Surrounding rock deformation  /  Numerical simulation
于振建, 龚永超, 廖敦霞, 林卫星, 陈超, 王玉丁, 徐敏, 江科. 深部大规模矿山岩体质量评价与巷道支护技术研究. 矿业研究与开发, 2025 , 45 (6) : 1 -11 .
Zhenjian YU, Yongchao GONG, Dunxia LIAO, Weixing LIN, Chao CHEN, Yuding WANG, Min XU, Ke JIANG. Research on Rock Mass Quality Evaluation and Roadway Support Technology in Deep Large Scale Mines[J]. Mining Research and Development, 2025 , 45 (6) : 1 -11 .
Year 2025 volume 45 Issue 6
61
29
Cite this Article
BibTeX
Article Info
  • Receive Date:2024-07-02
  • Online Date:2026-10-30
  • Published:2025-06-25
Article Data
Affiliations
History
  • Received:2024-07-02
Funding
Affiliations
    1.Anhui Development Mining Co., Ltd., Lu'an, Anhui 237474, China
    2.Changsha Institute of Mining Research Co., Ltd., Changsha, Hunan 410012, China
    3.National Engineering Research Center for Metal Mining, Changsha, Hunan 410012, China
    4.Minmetals Mining Holdings Limited, Hefei, Anhui 230091, 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