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Support Parameters Optimization of Deep Shaft in Soft-fractured Strata with Water-Rich
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Min HUANG1, 2, 3, 4, Jun-qiang WEI1, 3, 4, Cheng-long XIE1, 3, 4, Si-jie CAI1, 3, 4, Wei TAN1, 3, 4
Science Technology and Engineering | 2025, 25(14) : 5795 - 5805
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Science Technology and Engineering | 2025, 25(14): 5795-5805
Papers·Mining and Metallurgical Engineering
Support Parameters Optimization of Deep Shaft in Soft-fractured Strata with Water-Rich
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Min HUANG1, 2, 3, 4, Jun-qiang WEI1, 3, 4, Cheng-long XIE1, 3, 4, Si-jie CAI1, 3, 4, Wei TAN1, 3, 4
Affiliations
  • 1. School of Resources & Environment Engineering, Jiangxi University of Science and Technology, Ganzhou 341000, China
  • 2. Zijin Mining Group Co., Ltd., Xiamen 361016, China
  • 3. Zijin (Changsha) Engineering Technology Co., Ltd., Changsha 410006, China
  • 4. Zijin Mining Group Co., Ltd., Shanghang 364204, China
Published: 2025-05-18 doi: 10.12404/j.issn.1671-1815.2407032
Outline
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In response to problems of rapid excavation of deep shafts, such as lining cracking and high support costs, based on the engineering background of -906~-1 158 m section of an overseas copper and gold mine, the support parameters of shaft were studied by theoretical calculations, numerical simulations and field tests. In order to restrict deformation of the shaft and reduce the cost of support reasonably and effectively, a shaft model was established based on the engineering practice, the stability of surrounding rock with the different parameters was analyzed by FLAC3D numerical software combined with fluid-structure interaction. The results demonstrate that for the class Ⅲ surrounding rock, “anchor net spraying+steel fiber concrete” support is adopted, and its parameters are as follows: bolt diameter 22 mm, length 2.3 m, shotcrete thickness 50 mm, row spacing 1 m×1 m, steel fiber concrete thickness 550 mm. For the locally existing class Ⅳ~Ⅴ surrounding rock, “anchor net spray+foam board+steel fiber concrete” support was proposed, and the thickness of buffer layer foam board is 100 mm, and the thickness of steel fiber concrete is 600 mm. Field test results show that the average convergence rate of surrounding rock is 0.18~0.31 mm/d after 412 h excavation, which meets the requirements of air inlet shaft construction, and the construction efficiency is improved by about 23.5% compared with the domestic deep shaft. This work can provide a guidance for the support design of shaft in soft-fractured strata with water-rich.

fluid-structure interaction  /  soft-fractrued rock seam  /  shaft  /  rapid excavation  /  support parameters
Min HUANG, Jun-qiang WEI, Cheng-long XIE, Si-jie CAI, Wei TAN. Support Parameters Optimization of Deep Shaft in Soft-fractured Strata with Water-Rich[J]. Science Technology and Engineering, 2025 , 25 (14) : 5795 -5805 . DOI: 10.12404/j.issn.1671-1815.2407032
Year 2025 volume 25 Issue 14
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Article Info
doi: 10.12404/j.issn.1671-1815.2407032
  • Receive Date:2024-09-20
  • Online Date:2025-07-09
  • Published:2025-05-18
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History
  • Received:2024-09-20
  • Revised:2025-02-12
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Affiliations
    1. School of Resources & Environment Engineering, Jiangxi University of Science and Technology, Ganzhou 341000, China
    2. Zijin Mining Group Co., Ltd., Xiamen 361016, China
    3. Zijin (Changsha) Engineering Technology Co., Ltd., Changsha 410006, China
    4. Zijin Mining Group Co., Ltd., Shanghang 364204, 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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