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Research on Mechanical Properties and Optimal Ratio of Grouting Materials Based on Orthogonal Test
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Yuxu SHEN1, 2, Chengshuai WANG3, 4, Junqing GUO2, Kaiyang GUO1, Wenquan CAO1
Mining Research and Development | 2025, 45(5) : 63 - 71
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Mining Research and Development | 2025, 45(5): 63-71
Research on Mechanical Properties and Optimal Ratio of Grouting Materials Based on Orthogonal Test
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Yuxu SHEN1, 2, Chengshuai WANG3, 4, Junqing GUO2, Kaiyang GUO1, Wenquan CAO1
Affiliations
  • 1.Department of Mining Engineering, Shanxi Institute of Energy, Jinzhong, Shanxi 030600, China
  • 2.Key Laboratory of In-Situ Property-Improving Mining of Ministry of Education, Taiyuan University of Technology, Taiyuan, Shanxi 030024, China
  • 3.School of Energy and Mining Engineering, China University of Mining and Technology-Beijing, Beijing 100083, China
  • 4.Shanxi Province Energy Staff Education Center, Taiyuan, Shanxi 030012, China
Published: 2025-05-25
Outline
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In order to study the mechanical properties and optimal ratio of carbon nanotube modified superfine cement-based grouting materials, carbon nanotubes, superfine cement, dispersant, defoamator and polyacrylate emulsion were used as raw materials based on three-factor and four-level orthogonal test. The water-cement ratio and the content of carbon nanotubes and polyacrylate emulsion were used as control factors. The viscosity, fluidity, setting time, uniaxial compressive strength and elastic modulus of the grouting slurry were tested. The influence of each factor on each index was determined through range analysis and variance analysis. The uniaxial compressive strength and elastic modulus were selected as the index for coupling, and the coupling value was analyzed by range, variance and multivariate linear regression analysis to obtain the optimal ratio and verify it. The results show that the uniaxial compressive strength and elastic modulus of the test block decrease with the increase of the water-cement ratio. With the increase of carbon nanotube content, the uniaxial compressive strength of the test block increases first and then decreases, and the elastic modulus shows a trend of increasing first, then decreasing and then increasing again. With the increase of polyacrylate emulsion content, the uniaxial compressive strength of the test block increases first and then decreases, and the elastic modulus shows a decreasing trend. After the uniaxial compressive strength and elastic modulus of the test block are normalized, the weight of 0.6:0.4 is added and coupled, and the optimal ratio of grouting materials is obtained by range and variance analysis. Through multivariate linear regression analysis and laboratory test verification, the optimal ratio is water-cement ratio of 0.6, carbon nanotubes content of 0.4%, polyacrylate emulsion content of 2.5%. The research results can provide a reference for the optimal ratio of carbon nanotube-modified superfine cement-based grouting materials.

Orthogonal test  /  Grouting material  /  Sensitivity analysis  /  Multivariate linear regression analysis  /  Optimal ratio design
沈玉旭, 王成帅, 郭俊庆, 郭凯洋, 曹文权. 基于正交试验的注浆材料力学性能及最优配比研究. 矿业研究与开发, 2025 , 45 (5) : 63 -71 .
Yuxu SHEN, Chengshuai WANG, Junqing GUO, Kaiyang GUO, Wenquan CAO. Research on Mechanical Properties and Optimal Ratio of Grouting Materials Based on Orthogonal Test[J]. Mining Research and Development, 2025 , 45 (5) : 63 -71 .
Year 2025 volume 45 Issue 5
60
30
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Article Info
  • Receive Date:2024-10-11
  • Online Date:2026-10-30
  • Published:2025-05-25
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  • Received:2024-10-11
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Affiliations
    1.Department of Mining Engineering, Shanxi Institute of Energy, Jinzhong, Shanxi 030600, China
    2.Key Laboratory of In-Situ Property-Improving Mining of Ministry of Education, Taiyuan University of Technology, Taiyuan, Shanxi 030024, China
    3.School of Energy and Mining Engineering, China University of Mining and Technology-Beijing, Beijing 100083, China
    4.Shanxi Province Energy Staff Education Center, Taiyuan, Shanxi 030012, 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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