4.7 Article

Assessing the porosity and shrinkage of alkali activated slag-fly ash composites designed applying a packing model

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 119, Issue -, Pages 175-184

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2016.05.026

Keywords

Mix design; Alkali activation; Slag-fly ash blends; Fresh behavior; Porosity; Strength; Drying shrinkage

Funding

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

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This paper addresses the fresh behaviors, gel structure, strength, porosity and drying shrinkage of alkali activated slag-fly ash composites designed by applying the modified Andreasen & Andersen model. The results show a large variation of slump flows and setting times when using different slag/fly ash ratios and activator moduli. The microstructure analyses by FTIR and TG show the gel structure remains stable after 1 d of curing, and mixes with higher slag contents and lower activator moduli show slightly higher bound water content. The main reaction product is a chain structured C-A-S-H type gel regardless of slag/fly ash ratio and activator modulus, but a slightly higher main absorption band is shown in samples with high fly ash contents. A 28-d compressive strength of about 90 N/mm(2) is achieved and a higher content of slag leads to a higher strength and lower porosity in general. An optimum activator modulus of 1.4 in terms of strength is shown, while an increase of activator modulus between 1.0 and 1.8 benefits the pore structure refinement. Both slag content and activator modulus strongly affect the drying shrinkage, and using a high amount of fly ash and low activator modulus can effectively reduce the drying shrinkage. (C) 2016 Elsevier Ltd. All rights reserved.

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