4.7 Article

The durability and environmental properties of self-compacting concrete incorporating cold bonded lightweight aggregates produced from combined industrial solid wastes

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 167, Issue -, Pages 271-285

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2018.02.035

Keywords

Combined industrial solid wastes; Artificial aggregate; Pelletization; Self-compacting concrete; Durability; Environmental impact

Funding

  1. China Scholarship Council (China)
  2. Department of the Built Environment, Eindhoven University of Technology (the Netherlands)
  3. Attero
  4. Smals
  5. Building Materials research group at TU Eindhoven: Rijkswaterstaat Grote Projecten en Onderhoud
  6. Graniet-import Benelux
  7. Kijlstra Betonmortel
  8. Struyk Verwo
  9. ENCI HeidelbergCement
  10. Rijkswaterstaat Zee en Delta-District Noord
  11. Van Gansewinkel Minerals
  12. BTE
  13. V.d. Bosch Beton
  14. Selor
  15. GMB
  16. Icopal
  17. BN International
  18. Eltomation
  19. Knauf Gips
  20. Hess MC Systems
  21. Kronos
  22. Joma
  23. CRH Europe Sustainable Concrete Centre
  24. Cement Beton Centrum
  25. Heros
  26. Inashco
  27. Keim
  28. Sirius International

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Several industrial solid wastes are integrally recycled to produce cold bonded artificial aggregates (CBLA) using the pelletizing technique, and incineration bottom ash fines (BAF, 0-2 mm) are innovatively used to strengthen the pellet strength. Three types of CBLAs are produced, in which BAF, nano-silica produced by olivine dissolution and polypropylene fibre are applied to improve the aggregates' properties (strength, etc.), respectively. The influence of these different types of CBLAs on the designed self-compacting concretes (SCCs) are experimental study and compared. The fresh and hardened properties of the concrete with and without CBLAs are investigated, including slump flow diameter, t(500) time, V-funnel time, bulk density, flexural and compressive strength, etc. Moreover, the durability of the concretes is studied through water penetration and freeze-thaw tests. Additionally, the leaching behaviour of heavy metals and salts from the concretes are evaluated through different leaching tests according to environmental legislation. The results show that the roundish particle shape of CBLAs benefit the flow of concrete in fresh stage, and the strength of concrete with CBLAs has linear relation with its bulk density, and the cumulative mass loss profiles during freeze-thaw tests were influenced by the types of CBLAs. The leaching tests show that the concretes containing CBLAs are environmental non-hazardous. (C) 2018 Elsevier Ltd. All rights reserved.

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