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Study on Micromechanical Properties of Waste Rock-Aeolian Sand Cemented Backfill
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Bo XIONG1, Jun XING1, Xiaogang SUN1, Jingping QIU1, Shili HU1, 2, Qingsong ZHANG1
Mining Research and Development | 2025, 45(2) : 83 - 89
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Mining Research and Development | 2025, 45(2): 83-89
Study on Micromechanical Properties of Waste Rock-Aeolian Sand Cemented Backfill
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Bo XIONG1, Jun XING1, Xiaogang SUN1, Jingping QIU1, Shili HU1, 2, Qingsong ZHANG1
Affiliations
  • 1.School of Resources and Civil Engineering, Northeastern University, Shenyang, Liaoning 110819, China
  • 2.Fushun Hanwang Aoniu Mining Industry Co., Ltd., Fushun, Liaoning 113116, China
Published: 2025-02-25
Outline
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Aggregate size distribution of waste rock and the cement-sand ratio of backfill slurry have a significant effect on the mechanical properties of waste rock cemented backfill. In order to explore the relationship between the two and the mechanical properties of the backfill, the backfill ratio tests were carried out. The particle flow model was constructed. The laws of crack development, force chain evolution and particle failure in the process of uniaxial compression of waste rock cemented backfill were analyzed. The results show that the higher the cement-sand ratio, the higher the sensitivity of the strength of waste rock cemented backfill to the change of fractal dimension of aggregate size distribution. When the cement-sand ratio increases from 1:8 to 1:4, the strength range of samples with different fractal dimensions increases from 0.40 MPa to 1.54 MPa. In the cemented backfill, the interface between the aggregate and the cemented matrix is easy to be destroyed along the aggregate boundary and develops along the interface. With the increase of fractal dimension, the proportion of fine aggregate in the sample increases, and the proportion of shear crack increases. In addition, the higher the fractal dimension, the more conducive to the uniform distribution of the cemented matrix, which can better participate in the bearing capacity. In the design of backfill scheme, the strength of backfill can be flexibly adjusted to meet the actual needs by changing the fractal dimension of waste rock aggregate.

Cemented backfill  /  Aggregate size distribution  /  Cement-sand ratio  /  Mechanical property  /  Microstructure evolution
熊博, 邢军, 孙晓刚, 邱景平, 胡世利, 张庆嵩. 废石-风积沙胶结充填体细观力学特性研究. 矿业研究与开发, 2025 , 45 (2) : 83 -89 .
Bo XIONG, Jun XING, Xiaogang SUN, Jingping QIU, Shili HU, Qingsong ZHANG. Study on Micromechanical Properties of Waste Rock-Aeolian Sand Cemented Backfill[J]. Mining Research and Development, 2025 , 45 (2) : 83 -89 .
Year 2025 volume 45 Issue 2
71
35
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Article Info
  • Receive Date:2024-03-27
  • Online Date:2026-10-29
  • Published:2025-02-25
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History
  • Received:2024-03-27
Funding
Affiliations
    1.School of Resources and Civil Engineering, Northeastern University, Shenyang, Liaoning 110819, China
    2.Fushun Hanwang Aoniu Mining Industry Co., Ltd., Fushun, Liaoning 113116, 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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