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Numerical Simulation Study on Support of Auxiliary Ramp in Deep Mining of a Metal Mine
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Zhigang ZHU1, Kepeng HOU1, Huafen SUN1, Yalei ZHE1, Yunlin YU2, Xiangdong NIU3, Mei YANG4, Yong YANG1
Mining Research and Development | 2026, 46(1) : 19 - 30
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Mining Research and Development | 2026, 46(1): 19-30
Numerical Simulation Study on Support of Auxiliary Ramp in Deep Mining of a Metal Mine
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Zhigang ZHU1, Kepeng HOU1, Huafen SUN1, Yalei ZHE1, Yunlin YU2, Xiangdong NIU3, Mei YANG4, Yong YANG1
Affiliations
  • 1.Faculty of Land Resources Engineering, Kunming University of Science and Technology, Kunming, Yunnan 650093, China
  • 2.Yunnan Yarong Mining Technology Co., Ltd., Kunming, Yunnan 650093, China
  • 3.Faculty of Metallurgy and Mining, Kunming Metallurgy College, Kunming, Yunnan 650300, China
  • 4.College of Vocational and Technical Education, Yunnan Normal University, Kunming, Yunnan 650092, China
Published: 2026-01-25
Outline
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The stability of deep roadway is one of the keys and difficulties in deep mining. Taking the deep mining of a hard rock metal mine as the engineering background, according to the ground pressure stress test results, FLAC3D was used to construct the numerical model, and five representative altitudes were selected to quantitatively analyze the auxiliary ramp stability under different support schemes from four aspects of stress, displacement, strain and plastic zone. The results show that when the circular arch is supported by C30 shotcrete with a thickness of 100 mm, the auxiliary ramp can remain stable at elevations of 2 325 m or above, but it is unstable at elevations of 2 175 m and 1 950 m, so it needs to be strengthened. When the floor is laid with C30 cast concrete with a thickness of 300 mm, the floor within the elevation range of 2 850 m to 1 950 m shows unstable conditions. Three schemes of strengthening support were studied respectively: only increasing the shotcrete strength of the arc arch support body, only increasing the shotcrete support thickness, and extending the arc arch support body into a cylindrical support structure. The results indicate that none of these schemes can maintain the stability of the deep section of the auxiliary ramp. A joint support scheme of "cylindrical structure+sprayed steel fiber concrete+lagged floor building" was proposed. Calculation results has verified the feasibility of this scheme, which is recommended for the auxiliary ramp below the elevation of 2 325 m in the mine. The supporting body is cylindge-shaped CF35 sprayed steel fiber concrete with a thickness of 100 mm.

Deep mining  /  Roadway support  /  Shotcrete  /  Roadway stability  /  Numerical simulation
朱志岗, 侯克鹏, 孙华芬, 者亚雷, 虞云林, 牛向东, 杨梅, 杨勇. 某金属矿山深部辅助斜坡道的支护模拟研究. 矿业研究与开发, 2026 , 46 (1) : 19 -30 .
Zhigang ZHU, Kepeng HOU, Huafen SUN, Yalei ZHE, Yunlin YU, Xiangdong NIU, Mei YANG, Yong YANG. Numerical Simulation Study on Support of Auxiliary Ramp in Deep Mining of a Metal Mine[J]. Mining Research and Development, 2026 , 46 (1) : 19 -30 .
Year 2026 volume 46 Issue 1
37
8
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  • Receive Date:2025-01-02
  • Online Date:2026-10-29
  • Published:2026-01-25
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  • Received:2025-01-02
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Affiliations
    1.Faculty of Land Resources Engineering, Kunming University of Science and Technology, Kunming, Yunnan 650093, China
    2.Yunnan Yarong Mining Technology Co., Ltd., Kunming, Yunnan 650093, China
    3.Faculty of Metallurgy and Mining, Kunming Metallurgy College, Kunming, Yunnan 650300, China
    4.College of Vocational and Technical Education, Yunnan Normal University, Kunming, Yunnan 650092, 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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