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Performance Analysis of Graphite Tailings Improved by Clay Based on Response Surface Methodology
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Ruixin JIANG1, 2, Zhengjun WANG1, 2, Yajing WEN1, 2, Yingxin DU1, 3, Dan WANG1, 4
Mining Research and Development | 2025, 45(4) : 172 - 180
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Mining Research and Development | 2025, 45(4): 172-180
Performance Analysis of Graphite Tailings Improved by Clay Based on Response Surface Methodology
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Ruixin JIANG1, 2, Zhengjun WANG1, 2, Yajing WEN1, 2, Yingxin DU1, 3, Dan WANG1, 4
Affiliations
  • 1.School of Hydraulic and Electric Power, Heilongjiang University, Harbin, Heilongjiang 150006, China
  • 2.Key Laboratory of Cold Zone Water Conservancy Engineering, Heilongjiang University, Harbin, Heilongjiang 150006, China
  • 3.Heilongjiang Heida Water Conservancy Project Quality Inspection Co., Ltd., Harbin, Heilongjiang 150078, China
  • 4.Heilongjiang Agricultural Reclamation Kexin Engineering Quality Inspection Co., Ltd., Jiamusi, Heilongjiang 154002, China
Published: 2025-04-25
Outline
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In order to enhance the shear performance of graphite tailings, based on the indoor direct shear test, the effects of clay content, water content, quicklime content and polypropylene fiber content on the shear strength of graphite tailings were determined by single factor test. The optimum mix ratio of clay, water and quicklime was obtained by response surface method (RSM), and the optimum mix ratio scheme was verified. The microscopic characteristics of the samples were analyzed by scanning electron microscopy. The results show that with the addition of clay, water, quicklime and polypropylene fiber, the shear strength and cohesion of the solidified graphite tailings increase first and then decrease, and the internal friction angle tends to be stable.When the clay content is 29.38%, the water content is 15.82%, and the quicklime content is 3.59%, the cohesion of the solidified graphite tailings reaches the best, which is 9.417 3 kPa. The average cohesion obtained by the test is 9.487 kPa. The relative error between the predicted value and the test value is 0.7%, less than 5%, which verifies the feasibility of the response surface design model.The SEM results show that the agglomeration structure is formed between the modified graphite tailings particles and the clay, which improves the shear strength of the solidified material. The research results are of great significance to the reinforcement and protection of graphite tailings reservoir slope.

Graphite tailings  /  Clay improvement  /  Shear strength  /  Cohesive  /  Response surface method
蒋睿新, 王正君, 温雅晶, 杜英欣, 王丹. 基于响应面法的黏土改良石墨尾砂性能分析. 矿业研究与开发, 2025 , 45 (4) : 172 -180 .
Ruixin JIANG, Zhengjun WANG, Yajing WEN, Yingxin DU, Dan WANG. Performance Analysis of Graphite Tailings Improved by Clay Based on Response Surface Methodology[J]. Mining Research and Development, 2025 , 45 (4) : 172 -180 .
Year 2025 volume 45 Issue 4
57
28
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Article Info
  • Receive Date:2024-06-25
  • Online Date:2026-10-30
  • Published:2025-04-25
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  • Received:2024-06-25
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Affiliations
    1.School of Hydraulic and Electric Power, Heilongjiang University, Harbin, Heilongjiang 150006, China
    2.Key Laboratory of Cold Zone Water Conservancy Engineering, Heilongjiang University, Harbin, Heilongjiang 150006, China
    3.Heilongjiang Heida Water Conservancy Project Quality Inspection Co., Ltd., Harbin, Heilongjiang 150078, China
    4.Heilongjiang Agricultural Reclamation Kexin Engineering Quality Inspection Co., Ltd., Jiamusi, Heilongjiang 154002, 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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