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Strength Design of Bearing Layer and Capping Layer of Backfill on the Roof of Downward Drift
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Cong ZHENG1, Dengpan QIAO1, Gan LONG1, Zibing LI1, Yongming LI2, Baidong LIAN3, Tianyu YANG1
Mining Research and Development | 2025, 45(11) : 71 - 77
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Mining Research and Development | 2025, 45(11): 71-77
Strength Design of Bearing Layer and Capping Layer of Backfill on the Roof of Downward Drift
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Cong ZHENG1, Dengpan QIAO1, Gan LONG1, Zibing LI1, Yongming LI2, Baidong LIAN3, Tianyu YANG1
Affiliations
  • 1.Faculty of Land Resources Engineering, Kunming University of Science and Technology, Kunming, Yunnan 650093, China
  • 2.Yunnan Phosphate Chemical Group Co., Ltd., Kunming, Yunnan 650600, China
  • 3.Luanchuan Longyu Molybdenum Industry Co., Ltd., Luoyang, Henan 471500, China
Published: 2025-11-25
Outline
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In the downward drift filling mining method, the roof backfill is usually divided into a bearing layer and a capping layer, and their strength is a key factor to ensure roof stability during the drift mining process. Force analysis was carried out on the downward rectangular drift. Considering that both sides of the drift were backfill, the strengths of the bearing layer and capping layer of the drift backfill were designed respectively by combining the stress solution method for rectangular openings based on complex functions with the unconfined compressive deformation test and shear strength test of backfill. An on-site industrial application was carried out in a metal mine in Yunnan to verify the rationality of the designed strength. The results show that when the lateral pressure coefficient of the backfill is 0.29, and the height-width ratio of the rectangular roadway is set to 1.0, the tensile strength of the bearing layer is designed as σt=0.26 MPa and the compressive strength of the capping layer as σc=2.88 MPa with a safety factor of f=1.5. During the mining and filling process of the underground stope, no phenomena of lateral collapse of the backfill or roof caving are observed. The designed strength meets the requirements of on-site safe operation, and it is estimated to save the mine a filling cost of 5.58 million yuan per year.

Downward drift filling mining method  /  Complex function  /  Bearing layer  /  Capping layer  /  Backfill strength
郑聪, 乔登攀, 龙赣, 李子彬, 李勇明, 廉柏栋, 杨天雨. 下向进路顶板充填体承载层与接顶层强度设计. 矿业研究与开发, 2025 , 45 (11) : 71 -77 .
Cong ZHENG, Dengpan QIAO, Gan LONG, Zibing LI, Yongming LI, Baidong LIAN, Tianyu YANG. Strength Design of Bearing Layer and Capping Layer of Backfill on the Roof of Downward Drift[J]. Mining Research and Development, 2025 , 45 (11) : 71 -77 .
Year 2025 volume 45 Issue 11
92
41
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Article Info
  • Receive Date:2024-12-17
  • Online Date:2026-10-28
  • Published:2025-11-25
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  • Received:2024-12-17
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Affiliations
    1.Faculty of Land Resources Engineering, Kunming University of Science and Technology, Kunming, Yunnan 650093, China
    2.Yunnan Phosphate Chemical Group Co., Ltd., Kunming, Yunnan 650600, China
    3.Luanchuan Longyu Molybdenum Industry Co., Ltd., Luoyang, Henan 471500, 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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