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Tehnicki VjesnikVolume 28, Issue 2, 2021, Pages 495-502

Properties of self-compacting concrete produced with biomass wood ash(Article)(Open Access)

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  • aUniversity of Nis, Faculty of Civil Engineering and Architecture, Aleksandra Medvedeva 14 street, Nis, 18000, Serbia
  • bUniversity of Belgrade, Institute of Nuclear Science Vinca, Mike Petrovica Alasa12-14 street, Belgrade, 11000, Serbia

Abstract

The demand of the contemporary society for renewable energy sources lead to the increase of the bio-power plants. Accordingly, the amount of ash generated by burning the biomass is increased, and its disposal becomes a large environmental problem. The paper presents the research of potential use of biomass wood ash as a partial replacement for coal fly ash (10%, 20%, 30% and 40% of mass) in production of self-compacting concrete (SCC). The effects of biomass wood ash on the properties of SCC in fresh and hardened states have been examined, as well as on the properties of durability. Test results indicated that the biomass wood ash slightly reduces the flowability and passing ability of SCC, while its addition enhances the viscosity of SCC and significantly prevents segregation and bleeding. SCCs with the contents of biomass wood ash up to 20% have approximately same mechanical strength as the reference mixture. Biomass wood ash has no negative effect on the resistance of concrete to the action of water under pressure, but a decrease of freeze/thaw resistance with de-icing salt is detected as its contents increases. The addition of biomass wood ash into SCC increases the drying shrinkage in the initial period of drying (up to 14 days), and it is decreased in a later phase. © 2021, Strojarski Facultet. All rights reserved.

Author keywords

Biomass wood ashDurabilityFresh and hardened propertiesSelf-compacting concrete

Indexed keywords

Engineering controlled terms:BiomassCoal industryConcrete industryConcrete productsFly ashSelf compacting concreteWood
Engineering uncontrolled termsCoal fly ashDeicing saltsDrying shrinkagesEnvironmental problemsHardened statePartial replacementPassing abilityRenewable energy source
Engineering main heading:Shrinkage

Funding details

  • 1

    The work reported in this paper is a part of the investigation within the research project TR 36017 "Utilization of by-products and recycled waste materials in concrete composites in the scope of sustainable construction development in Serbia: investigation and environmental assessment of possible applications" supported by the Ministry for Science and Technology, Republic of Serbia. This support is gratefully acknowledged.

  • ISSN: 13303651
  • Source Type: Journal
  • Original language: English
  • DOI: 10.17559/TV-20200214103332
  • Document Type: Article
  • Publisher: Strojarski Facultet

  Ristić, N.; University of Nis, Faculty of Civil Engineering and Architecture, Aleksandra Medvedeva 14 street, Nis, Serbia;
© Copyright 2021 Elsevier B.V., All rights reserved.

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