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Uniaxial Damage Evolution Law of Loess-Slag-Based Cemented Filling Materials with Different Water-Cement Ratios
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Bin WANG1, Jun GU2, Dong DUAN3, Yafei ZHANG2, Pengjiao ZHANG4, Jiangsen ZHU5
Mining Research and Development | 2025, 45(10) : 64 - 70
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Mining Research and Development | 2025, 45(10): 64-70
Uniaxial Damage Evolution Law of Loess-Slag-Based Cemented Filling Materials with Different Water-Cement Ratios
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Bin WANG1, Jun GU2, Dong DUAN3, Yafei ZHANG2, Pengjiao ZHANG4, Jiangsen ZHU5
Affiliations
  • 1.Haerwusu Open-pit Coal Mine, CHN Energy Zhunneng Group Co., Ltd., Ordos, Inner Mongolia 010300, China
  • 2.School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou, Jiangsu 221116, China
  • 3.College of Mining Engineering, Taiyuan University of Technology, Taiyuan, Shanxi 030024, China
  • 4.CHN Energy Zhunneng Group Co., Ltd., Ordos, Inner Mongolia 010300, China
  • 5.Wuhan Marine Machinery Plant Co., Ltd., Wuhan, Hubei 430084, China
Published: 2025-10-25
Outline
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In order to investigate the microscopic structural characteristics and uniaxial damage evolution law of loess-slag-based cemented filling materials with different water-cement ratios, scanning electron microscopy and acoustic emission tests were conducted on the loess-slag-based cemented filling materials. Furthermore, PFC2D was used to investigate the crack evolution and particle damage characteristics of cemented filling materials with different water-cement ratios under uniaxial compression. The results show that when the water-cement ratio is small, the cemented filling material can generate more hydration products and the structure of the specimen is denser. The acoustic emission ringing count curves of cemented filling materials can be divided into compaction stage, linear-elastic deformation stage, crack constant-velocity expansion stage, crack sudden increase stage, and post-peak stage, and the ringing count characteristics are correlated with the strength characteristics. As the water-cement ratio increases, the cracking stress and damage stress during the compression process of the specimen gradually decrease, and the ratio of cracking stress to peak stress and damage stress to peak stress are not affected by the water-cement ratio. When the cemented filling material is damaged, shear cracks are the main type. As the water-cement ratio decreases, the number of cracks increases and the maximum value of the force chain increases. Changing the water-cement ratio has little effect on the spatial distribution of internal cracks and force chains in the specimens.

Loess-slag-based cemented filling material  /  Water-cement ratio  /  Acoustic emission count  /  Microscopic structural characteristic  /  Damage evolution law
Bin WANG, Jun GU, Dong DUAN, Yafei ZHANG, Pengjiao ZHANG, Jiangsen ZHU. Uniaxial Damage Evolution Law of Loess-Slag-Based Cemented Filling Materials with Different Water-Cement Ratios[J]. Mining Research and Development, 2025 , 45 (10) : 64 -70 .
Year 2025 volume 45 Issue 10
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Article Info
  • Receive Date:2024-11-08
  • Online Date:2026-02-06
  • Published:2025-10-25
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  • Received:2024-11-08
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Affiliations
    1.Haerwusu Open-pit Coal Mine, CHN Energy Zhunneng Group Co., Ltd., Ordos, Inner Mongolia 010300, China
    2.School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou, Jiangsu 221116, China
    3.College of Mining Engineering, Taiyuan University of Technology, Taiyuan, Shanxi 030024, China
    4.CHN Energy Zhunneng Group Co., Ltd., Ordos, Inner Mongolia 010300, China
    5.Wuhan Marine Machinery Plant Co., Ltd., Wuhan, Hubei 430084, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

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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