Effect of Temperature and Sulfate Ions on the Mode I Fracture Toughness of Waste‐Based Cemented Paste Backfill With/Without Superplasticizer

ABSTRACT Waste‐based cemented paste backfill (WCPB) is a green mining method that has been implemented in many mines in China. However, the backfilling body is exposed to many dynamic loadings, including blasting and rock cutting, which in turn affect the stability of the underground structure. The Mode I fracture toughness (K IC ) of WCPB exposed to thermal and chemical loadings is experimentally investigated in this research. The results indicate that the mechanical response and K IC of WCPB are time dependent. The temperature‐induced enhancement in cement hydration improves the fracture toughness, while the increasing sulfate content poses negative impacts on the fracture toughness, with the exception of the 2500‐ppm sample cured for 28 days. Besides, the temperature‐induced acceleration of cement hydration counteracts the inhibition effect caused by sulfate ions. Moreover, superplasticizers improve particle repulsion but weaken cement hydration. These findings provide a better understanding of the fracture properties of WCPB and significantly impact the operation safety and productivity of coal mines.

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Publication Details

Journal
Fatigue & Fracture of Engineering Materials & Structures
Published
2025-06-22
DOI
https://doi.org/10.1111/ffe.70004
Citations
2
Primary Topic
Tailings Management and Properties
Type
article
Field-Weighted Citation Impact
1.91

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article

Effect of Temperature and Sulfate Ions on the Mode I Fracture Toughness of Waste‐Based Cemented Paste Backfill With/Without Superplasticizer

Kun Fang, Tao Hou, Mostafa Sharifzadeh, Hongtao Wang et al.
2 citations
Fatigue & Fracture of Engineering Materials & Structures
Tailings Management and Properties
1.91
article

Effect of Temperature and Sulfate Ions on the Mode I Fracture Toughness of Waste‐Based Cemented Paste Backfill With/Without Superplasticizer

Kun Fang, Tao Hou, Mostafa Sharifzadeh, Hongtao Wang, Jixiong Zhang, Gang Duan
article en
2 citations

Abstract

ABSTRACT Waste‐based cemented paste backfill (WCPB) is a green mining method that has been implemented in many mines in China. However, the backfilling body is exposed to many dynamic loadings, including blasting and rock cutting, which in turn affect the stability of the underground structure. The Mode I fracture toughness (K IC ) of WCPB exposed to thermal and chemical loadings is experimentally investigated in this research. The results indicate that the mechanical response and K IC of WCPB are time dependent. The temperature‐induced enhancement in cement hydration improves the fracture toughness, while the increasing sulfate content poses negative impacts on the fracture toughness, with the exception of the 2500‐ppm sample cured for 28 days. Besides, the temperature‐induced acceleration of cement hydration counteracts the inhibition effect caused by sulfate ions. Moreover, superplasticizers improve particle repulsion but weaken cement hydration. These findings provide a better understanding of the fracture properties of WCPB and significantly impact the operation safety and productivity of coal mines.

Fatigue & Fracture of Engineering Materials & StructuresVol. 48(9)
Curtin University (AU), China University of Mining and Technology (CN), Department of Mines and Petroleum (AU), China XD Group (China) (CN)
National Natural Science Foundation of China, Higher Education Discipline Innovation Project, National Key Research and Development Program of China
Openalex Percentile: Top 15%
Tailings Management and Properties
1.91
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