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author:

Li, Kang (Li, Kang.) [1] | Yang, Zhengxian (Yang, Zhengxian.) [2] | Lu, Lin (Lu, Lin.) [3] | Li, Yiming (Li, Yiming.) [4] | Wang, Wencheng (Wang, Wencheng.) [5] | Duan, Jizhou (Duan, Jizhou.) [6] | Marano, Giuseppe Carlo (Marano, Giuseppe Carlo.) [7]

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EI

Abstract:

The production of concrete involves substantial consumption of non-renewable resources, while the high porosity of pervious concrete makes it prone to colonization by microorganisms, causing clog and strength loss. This study develops photocatalytic alkali-activated steel slag pervious concrete (PASSPC) utilizing Cu-ZnO/g-C3N4 hybrid hetero-microspheres as the photocatalyst, steel slag and ground granulated blast furnace slag as the blended binder, and coarse steel slag as the aggregate. The photocatalytic antibacterial properties, volume stability, and strength of PASSPC with different contents of Cu-ZnO/g-C3N4 were investigated. The antibacterial mechanism of PASSPC was investigated using electron paramagnetic resonance and the results revealed that with 1.2 wt% Cu-ZnO/g-C3N4 (by weight to binder) addition, PASSPC reached a 99.68 % antibacterial ratio under visible light irradiation. Cu-ZnO/g-C3N4 exhibits a dual effect on PASSPC by delaying binder hardening while promoting hydration in later stages, resulting in decreased 3 d compressive strength, followed by increased 28 d compressive strength compared to the blank samples. In addition, Cu-ZnO/g-C3N4 improves the microstructure and interfacial transition zone of PASSPC, effectively mitigating the adverse effects of steel slag instability through a dual buffering mechanism provided by macro- and micro-pores. © 2025 Elsevier Ltd

Keyword:

Binders Blast furnaces Compressive strength Concrete industry Electron resonance Film preparation Laser beams Light weight concrete Microspheres Paramagnetic resonance Photolysis Strain hardening Sulfur compounds

Community:

  • [ 1 ] [Li, Kang]Joint International Research Laboratory of Deterioration and Control of Costal and Marine Infrastructures and Materials, College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 2 ] [Yang, Zhengxian]Joint International Research Laboratory of Deterioration and Control of Costal and Marine Infrastructures and Materials, College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 3 ] [Lu, Lin]Joint International Research Laboratory of Deterioration and Control of Costal and Marine Infrastructures and Materials, College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 4 ] [Li, Yiming]Joint International Research Laboratory of Deterioration and Control of Costal and Marine Infrastructures and Materials, College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 5 ] [Wang, Wencheng]Joint International Research Laboratory of Deterioration and Control of Costal and Marine Infrastructures and Materials, College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 6 ] [Duan, Jizhou]Key Laboratory of Marine Environmental Corrosion and Bio-fouling, Institute of Oceanology, Chinese Academy of Sciences, 7 Nanhai Road, Qingdao; 266071, China
  • [ 7 ] [Marano, Giuseppe Carlo]Joint International Research Laboratory of Deterioration and Control of Costal and Marine Infrastructures and Materials, College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 8 ] [Marano, Giuseppe Carlo]Department of Structural, Geotechnical and Building Engineering, Politecnico di Torino, Corso Duca degli Abruzzi, 24, Torino; 10129, Italy

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Source :

Construction and Building Materials

ISSN: 0950-0618

Year: 2025

Volume: 460

7 . 4 0 0

JCR@2023

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SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 3

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