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Research on Strength of Tailings Waste Rock Composite Cemented Backfill Based on Orthogonal Test
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Yaoping ZHANG1, 2, Xunwen ZHU1, Daxing LEI2, Bo LIU2, Xionggang ZOU2
Mining Research and Development | 2025, 45(7) : 93 - 99
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Mining Research and Development | 2025, 45(7): 93-99
Research on Strength of Tailings Waste Rock Composite Cemented Backfill Based on Orthogonal Test
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Yaoping ZHANG1, 2, Xunwen ZHU1, Daxing LEI2, Bo LIU2, Xionggang ZOU2
Affiliations
  • 1.School of Resources and Environmental Engineering, Jiangxi University of Science and Technology, Ganzhou, Jiangxi 341000, China
  • 2.School of Resources and Civil Engineering, Gannan University of Science and Technology, Ganzhou, Jiangxi 341000, China
Published: 2025-07-25
Outline
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In order to solve the problems of serious accumulation of solid waste and low overall strength of backfill in a mine, tailings and waste rocks were used as filling aggregate, and polypropylene fiber was added to prepare filling material. Through orthogonal test, the effects of cement-sand ratio, waste rock gradation index and fiber content on the slump of filling slurry and the strength of backfill were investigated, and the optimum ratio of filling material was determined. The results show that the primary and secondary factors affecting the slump of filling slurry are waste rock gradation index, fiber content and cement-sand ratio, while the primary and secondary factors affecting the 28 days compressive and tensile strength of backfill are cement-sand ratio, fiber content and waste rock gradation index. The decrease of cement-sand ratio and the increase of waste rock gradation index will weaken the strength of backfill. When the fiber content is 0.6%, the strength of backfill is the largest. The fitting function of the strength of backfill and the slump under the influence of the coupling of the main factors was constructed. According to the fitting function, the three-dimensional model diagram of the influence relationship between the main factors and the performance index of backfill was established, which conformed to the relationship of Z=Ax2+By2+Cx+Dy+Exy+F. Based on the orthogonal test and the actual needs of the mine, the optimal ratio parameters of the filling material are obtained: cement-sand ratio of 1:5, waste rock gradation index of 0.8, and fiber content of 0.6%. Under this condition, the fluidity of filling slurry and the strength of backfill can meet the filling requirements of the mine, and the cost of the filling material is relatively low.

Tailings waste rock composite cemented backfill  /  Backfill strength  /  Orthogonal test  /  Fitting function  /  Optimal ratio
张耀平, 朱训文, 雷大星, 刘波, 邹雄刚. 基于正交试验的尾砂废石复合胶结充填体强度研究. 矿业研究与开发, 2025 , 45 (7) : 93 -99 .
Yaoping ZHANG, Xunwen ZHU, Daxing LEI, Bo LIU, Xionggang ZOU. Research on Strength of Tailings Waste Rock Composite Cemented Backfill Based on Orthogonal Test[J]. Mining Research and Development, 2025 , 45 (7) : 93 -99 .
Year 2025 volume 45 Issue 7
94
41
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  • Receive Date:2024-08-26
  • Online Date:2026-10-28
  • Published:2025-07-25
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  • Received:2024-08-26
Affiliations
    1.School of Resources and Environmental Engineering, Jiangxi University of Science and Technology, Ganzhou, Jiangxi 341000, China
    2.School of Resources and Civil Engineering, Gannan University of Science and Technology, Ganzhou, Jiangxi 341000, 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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