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Research on the Comprehensive Treatment of Hidden Goaf in the Open-Pit Slope of Dahongshan Iron Mine
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Kai MA1, Tianhong YANG2, Yabing ZHANG2, Yuping FU1, Youqin XU2, Wei GAO3, Xin DUAN3
Mining Research and Development | 2026, 46(4) : 113 - 120
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Mining Research and Development | 2026, 46(4): 113-120
Research on the Comprehensive Treatment of Hidden Goaf in the Open-Pit Slope of Dahongshan Iron Mine
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Kai MA1, Tianhong YANG2, Yabing ZHANG2, Yuping FU1, Youqin XU2, Wei GAO3, Xin DUAN3
Affiliations
  • 1.College of Safety and Emergency Management Engineering, Taiyuan University of Science and Technology, Taiyuan, Shanxi 030024, China
  • 2.School of Resources and Civil Engineering, Northeastern University, Shenyang, Liaoning 110819, China
  • 3.Yuxi Dahongshan Mining Co., Ltd., Yuxi, Yunnan 653100, China
Published: 2026-04-25
Outline
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Taking Dahongshan Iron Mine as the engineering case, the study on the treatment of hidden goafs in open-pit slopes was carried out by combining theoretical analysis with numerical calculation. According to the relationship between goaf morphology and open-pit boundary, a treatment scheme of "blasting of goafs inside the boundary and filling of goafs outside the boundary" was proposed. The safety thickness of the goaf roof was determined, the progressive failure mode of the slope above the goaf was revealed, the treatment scope of goaf filling and the compressive strength threshold of the filling body were obtained, and the stability of the open-pit slope after goaf treatment was evaluated. The results indicate that the safety thicknesses of the goaf roofs inside and outside the open-pit boundary are 20-30 m and 20-25 m, respectively. The slope containing hidden goafs has successively experienced the failure processes of tensile cracking at the slope rear edge, progressive failure of goafs, local slope collapse, and large-scale slope instability. The filling treatment range for Layer Ⅱ and Layer Ⅲ goafs is 30 m from the slope side, and the compressive strength of the filling body should reach 20 MPa. After the filling treatment of goafs outside the open-pit boundary, the shear strain of the slope rock mass is reduced and transferred to the interior of the slope, and the safety factor of the slope can meet the stability requirements.

Hidden goaf  /  Open-pit slope  /  Safety thickness of roof  /  Slope stability  /  Goaf treatment scheme  /  Numerical simulation
马凯, 杨天鸿, 张亚兵, 付玉平, 许友钦, 高伟, 段鑫. 大红山铁矿露天边坡隐伏采空区综合治理研究. 矿业研究与开发, 2026 , 46 (4) : 113 -120 .
Kai MA, Tianhong YANG, Yabing ZHANG, Yuping FU, Youqin XU, Wei GAO, Xin DUAN. Research on the Comprehensive Treatment of Hidden Goaf in the Open-Pit Slope of Dahongshan Iron Mine[J]. Mining Research and Development, 2026 , 46 (4) : 113 -120 .
Year 2026 volume 46 Issue 4
31
10
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Article Info
  • Receive Date:2025-04-08
  • Online Date:2026-10-29
  • Published:2026-04-25
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  • Received:2025-04-08
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Affiliations
    1.College of Safety and Emergency Management Engineering, Taiyuan University of Science and Technology, Taiyuan, Shanxi 030024, China
    2.School of Resources and Civil Engineering, Northeastern University, Shenyang, Liaoning 110819, China
    3.Yuxi Dahongshan Mining Co., Ltd., Yuxi, Yunnan 653100, 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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