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Support Effect Comparison and Numerical Simulation of Multi-Thin Interbeds Roadways in Wengfu Phosphate Mine
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Hong Wang1, Yang Zhong1, Guanghai Yang1, Wen Wan2
Mining Research and Development | 2026, 46(6) : 112 - 119
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Mining Research and Development | 2026, 46(6): 112-119
Support Effect Comparison and Numerical Simulation of Multi-Thin Interbeds Roadways in Wengfu Phosphate Mine
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Hong Wang1, Yang Zhong1, Guanghai Yang1, Wen Wan2
Affiliations
  • 1.Wengfu (Group) Co., Ltd., Guiyang, Guizhou 550002, China
  • 2.School of Civil Engineering, Hunan University of Science and Technology, Xiangtan, Hunan 411201, China
Published: 2026-06-18
Outline
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To address the frequent occurrence of surrounding rock instability such as roof fall and rib spalling in roadways with weak interlayers at a working face of Wengfu Phosphate Mine, field investigations and FLAC3D numerical simulations were conducted, and the surrounding rock control effects of conventional bolt-mesh-shotcrete support and the composite support technology of "bolt-mesh-shotcrete+steel arch+advanced support" were systematically compared. The research results show that the weak interlayer contains 3.9% kaolinite, and expansion and softening after water immersion are the main causes of surrounding rock deterioration. The vertical displacement of the roadway is reduced from -8.33 mm to -6.67 mm by the composite support technology, with a decrease of 19.93%. The horizontal displacements in X and Y directions are decreased from 2.61 mm and -1.64 mm to 1.27 mm and -0.58 mm, with reductions of 51.34% and 64.63% respectively. The stress concentration is remarkably alleviated, and the total number of failure units is lowered by 13.82%. It is shown by field application that the average monthly accident rate is reduced from 0.6 times to 0.27 times, with a decrease of 55.0%. The large deformation of surrounding rock under multi-thin interbed conditions is effectively controlled by the composite support technology. A theoretical basis and key technical paradigm are provided for the safe excavation of roadways containing dense weak interlayers.

Multi-thin interbeds  /  Weak interlayer  /  Roadway support  /  Surrounding rock stability  /  Numerical simulation
王鸿, 钟阳, 杨光海, 万文. 瓮福磷矿多薄层互层巷道支护效果对比与数值模拟研究. 矿业研究与开发, 2026 , 46 (6) : 112 -119 .
Hong Wang, Yang Zhong, Guanghai Yang, Wen Wan. Support Effect Comparison and Numerical Simulation of Multi-Thin Interbeds Roadways in Wengfu Phosphate Mine[J]. Mining Research and Development, 2026 , 46 (6) : 112 -119 .
Year 2026 volume 46 Issue 6
36
8
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Article Info
  • Receive Date:2025-07-16
  • Online Date:2026-10-27
  • Published:2026-06-18
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  • Received:2025-07-16
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Affiliations
    1.Wengfu (Group) Co., Ltd., Guiyang, Guizhou 550002, China
    2.School of Civil Engineering, Hunan University of Science and Technology, Xiangtan, Hunan 411201, 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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