4.7 Article

Reaction kinetics, gel character and strength of ambient temperature cured alkali activated slag-fly ash blends

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 80, Issue -, Pages 105-115

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2015.01.065

Keywords

Alkali activation; Ambient temperature; Slag-fly ash blends; Reaction kinetics; FIR; TG/DSC; Compressive strength

Funding

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

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Room temperature cured alkali activated slag/fly ash blends have shown their advantages in field applications. Given that alkali activated materials are extraordinarily sensitive to the composition of the starting materials, identifying their influences is essential for their application. This paper focuses on the effects of two compositional factors: activator modulus (SiO2/Na2O from 1.0 to 1.8) and slag/fly ash mass ratios (between 90/10 and 50/50) on reaction kinetics, gel characters and compressive strength. The results show that when lowering the activator modulus, the early age reaction is significantly accelerated with a higher reaction intensity, and increasing the slag content also leads to an increased reaction rate, especially at low activator modulus. Regardless of the two influential factors, the main reaction products are chain structured C-A-S-H gels with similar water contents and thermal properties, and no typical NA-S-H type gels are formed in the system. Slight differences in terminal Si-O bonds and crystallization temperature are caused by the activator modulus and slag/fly ash mass ratios, respectively. The compressive strength results show that the optimum activator modulus changes with the slag/fly ash mass ratio, and higher slag/fly ash mass ratios prefer higher activator moduli in general, while either too high or too low activator modulus has detrimental effect on strength. Understanding the reaction, gel structure and strength changes are fundamental for determining key manufacturing parameters and tailoring the properties. (C) 2015 Elsevier Ltd. All rights reserved.

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