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author:

Chen, S. (Chen, S..) [1] | Xiong, X. (Xiong, X..) [2] | Yang, Z. (Yang, Z..) [3] | Lin, J. (Lin, J..) [4] | Zhang, J. (Zhang, J..) [5] | Briseghella, B. (Briseghella, B..) [6] | Marano, G.C. (Marano, G.C..) [7]

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Scopus

Abstract:

A new nanocomposite g-C3N4/CoAl-LDH was synthesized and implemented to make alkali-activated steel slag-based photocatalytic pervious concrete (ASSPPC). The water permeability, compressive strength, microstructure, and NOx degradation ability of ASSPPC were investigated. The results show that at lower dosages (1 wt% and 3 wt%), the spherical structure facilitates excellent dispersion of g-C3N4/CoAl-LDH within the matrix, which leads to reduced matrix porosity, resulting in improved compressive strength and reduced water permeability in ASSPPC. Compared to control previous concrete, the compressive strength of ASSPPC with 1 wt% g-C3N4/CoAl-LDH increased by 6.3%, and water permeability of which decreased by 15.4%, respectively. However, at higher dosages (5 wt%), g-C3N4/CoAl-LDH tends to agglomerate, causing lower hydration degree and higher matrix porosity. Moreover, owing to the remarkable alkali resistance of g-C3N4/CoAl-LDH, ASSPPC with this photocatalyst only marginally decreases its NOx degradation ability as the curing age increases. When considering water permeability, compressive strength, and NOx degradation ability, ASSPPC with 3 wt% g-C3N4/CoAl-LDH demonstrates optimal performance, which gives both compressive strength and water permeability equivalent to pervious concrete without photocatalyst while exhibiting a NOx degradation rate 0.58 times higher than that of ASSPPC with 3 wt% g-C3N4. © 2024 Elsevier Ltd

Keyword:

Alkali-activation Ground granulated blast furnace slag NOx degradation Pervious concrete Steel slag

Community:

  • [ 1 ] [Chen S.]Joint International Research Laboratory of Deterioration and Control of Coastal and Marine Infrastructures and Materials, College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 2 ] [Xiong X.]Joint International Research Laboratory of Deterioration and Control of Coastal and Marine Infrastructures and Materials, College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 3 ] [Yang Z.]Joint International Research Laboratory of Deterioration and Control of Coastal and Marine Infrastructures and Materials, College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 4 ] [Lin J.]Joint International Research Laboratory of Deterioration and Control of Coastal and Marine Infrastructures and Materials, College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 5 ] [Zhang J.]Fujian High-tech Property Rights Exchange, Fuzhou, 350025, China
  • [ 6 ] [Briseghella B.]Joint International Research Laboratory of Deterioration and Control of Coastal and Marine Infrastructures and Materials, College of Civil Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 7 ] [Marano G.C.]Department of Structural, Geotechnical and Building Engineering, Politecnico di Torino, Corso Duca degli Abruzzi, 24 - 10129, Torino, Italy

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Source :

Construction and Building Materials

ISSN: 0950-0618

Year: 2024

Volume: 419

7 . 4 0 0

JCR@2023

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ESI Highly Cited Papers on the List: 0 Unfold All

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30 Days PV: 0

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