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Study on Transport Performance of Paste Filling Slurry with Coarse Aggregate and Optimization of Backfill Strength
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Chuangqi LI1, Xin ZHU2, 3, Wei LAI2, 3, Liang PENG2, 3, Yingle WANG2, 3, Wenbo LI2, 3
Mining Research and Development | 2025, 45(7) : 109 - 117
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Mining Research and Development | 2025, 45(7): 109-117
Study on Transport Performance of Paste Filling Slurry with Coarse Aggregate and Optimization of Backfill Strength
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Chuangqi LI1, Xin ZHU2, 3, Wei LAI2, 3, Liang PENG2, 3, Yingle WANG2, 3, Wenbo LI2, 3
Affiliations
  • 1.Pingdingshan Polytechnic College, Pingdingshan, Henan 467001, China
  • 2.Changsha Institute of Mining Research Co., Ltd., Changsha, Hunan 410012, China
  • 3.State Key Laboratory of Metal Mine Safety Technology, Changsha, Hunan 410012, China
Published: 2025-07-25
Outline
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The transport performance of paste filling slurry and the backfill strength are important contents of filling process. In order to explore the transport performance of paste filling slurry with coarse aggregate and the evolution law of backfill strength in a mine, the response surface method was used to carry out the fluidity test of filling slurry and strength ratio experiment of backfill. Based on the response surface test results, the effects of single factor and multiple factors interaction such as proportion of coarse aggregate, cement-sand ratio and mass concentration on the transport performance of the filling slurry and the strength of the backfill were analyzed. The results are shown as follows. Firstly, under the influence of a single factor, the sensitivity factors of backfill strength from large to small are cement-sand ratio, mass concentration and proportion of coarse aggregate; for the slump of filling slurry, the sensitivity factors from large to small are the proportion of coarse aggregate, mass concentration and cement-sand ratio. Secondly, based on the response surface method, the response regression model of the slump of filling slurry and backfill strength was established. The predicted value of the model has a good linear relationship with the test value, and the model has high fitting degree and high reliability. Thirdly, the interaction between mass concentration and cement-sand ratio has the most significant influence on backfill strength, the interaction of proportion of slump and mass concentration has the most significant effect on the slump of filling slurry. Finally, the parameters of backfill strength and slump of filling slurry has been optimized as follows, proportion of slump of 30.7%, cement-sand ratio of 1:6, and mass concentration of 82%. Under this condition, the errors between the experimental values and the predicted values of the backfill strength and the slump of filling slurry are within 5%, which verifies that the application of the response surface analysis method in optimizing backfill strength and filling slurry slump is reliable.

Coarse aggregate  /  Transport performance of slurry  /  Backfill strength  /  Response surface method  /  Interaction
李创起, 祝鑫, 赖伟, 彭亮, 王英乐, 李文波. 掺粗骨料膏体充填料浆输送性能与充填体强度优化研究. 矿业研究与开发, 2025 , 45 (7) : 109 -117 .
Chuangqi LI, Xin ZHU, Wei LAI, Liang PENG, Yingle WANG, Wenbo LI. Study on Transport Performance of Paste Filling Slurry with Coarse Aggregate and Optimization of Backfill Strength[J]. Mining Research and Development, 2025 , 45 (7) : 109 -117 .
Year 2025 volume 45 Issue 7
109
45
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Article Info
  • Receive Date:2024-09-11
  • Online Date:2026-10-28
  • Published:2025-07-25
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  • Received:2024-09-11
Funding
Affiliations
    1.Pingdingshan Polytechnic College, Pingdingshan, Henan 467001, China
    2.Changsha Institute of Mining Research Co., Ltd., Changsha, Hunan 410012, China
    3.State Key Laboratory of Metal Mine Safety Technology, Changsha, Hunan 410012, 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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