Skip to main content
Log in

Effect of internal alkali activation on pozzolanic reaction of low-calcium fly ash cement paste

  • Original Article
  • Published:
Materials and Structures Aims and scope Submit manuscript

Abstract

Fly ash is often added to concrete as a filler and to improve strength and durability. The pozzolanic reaction between the silica and alumina in low-calcium fly ash and the Ca(OH)2 from hydrated cement proceeds slowly after an initial rapid reaction so unreacted fly ash particles remain in the paste even after aging. This limits the improvement in the strength of the concrete and it is therefore necessary to accelerate the pozzolanic reaction of low-calcium fly ash cement paste to maximize strength and durability. The present study suggested an internal alkali activation at late age (i.e. at 3 months), considering that an alkali activation can affect the cement hydration adversely at the early age (i.e. at 1 month). In the experimental study, the effects on the pozzolanic reaction of a saturated Ca(OH)2 activation applied 3 months after casting were investigated, as indicated by Ca(OH)2 content, pore size distribution and microstructure of cement paste with 40 mass% replacement with low-calcium fly ash and a water to binder ratio of 0.30. This was compared with water injection, and with untreated control samples. Water injection into fly ash cement paste 3 months after casting increased the Ca(OH)2 content after the injection for 1 and 3 months, but decreased the Ca(OH)2 content slightly in fly ash cement paste after the injection for 7 and 9 months. Meanwhile, saturated Ca(OH)2 solution injected 3 months after casting slightly decreased the Ca(OH)2 content in fly ash cement paste after the activation for 1 month and later, and reduced both total pore volume and macropore volume. As a result, internal alkali activation was more effective in accelerating the pozzolanic reaction of low-calcium fly ash cement paste than water injection. These findings were supported by the observation of differences in the microstructure between the untreated control sample and the sample applying alkali or water injection.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10

Similar content being viewed by others

References

  1. Berry EE, Hemmings RT, Cornelius BJ (1990) Mechanisms of hydration reactions in high volume fly ash pastes and mortars. Cem Concr Compos 12:253–261

    Article  Google Scholar 

  2. Bijen J (1996) Benefits of slag and fly ash. Constr Build Mater 10:309–314

    Article  Google Scholar 

  3. Bui PT, Ogawa Y, Nakarai K, Kawai K (2015) A study on pozzolanic reaction of fly ash cement paste activated by an injection of alkali solution. Constr Build Mater 94:28–34

    Article  Google Scholar 

  4. Castro J, De la Varga I, Golias M, Weiss J (2010) Extending internal curing concepts (using fine LWA) to mixtures containing high volumes of fly ash. In: Proceedings of 2010 concrete bridge conference: achieving safe, smart & sustainable bridges, Phoenix, February 24–26

  5. Celik O, Damci E, Piskin S (2008) Characterization of fly ash and its effects on the compressive strength properties of Portland cement. Indian J Eng Mater Sci 15:433–440

    Google Scholar 

  6. Chindaprasirt P, Jaturapitakkul C, Sinsiri T (2005) Effect of fly ash fineness on compressive strength and pore size of blended cement paste. Cem Concr Compos 27:425–428

    Article  Google Scholar 

  7. Ćojbašić L, Stefanović G, Sekulić Ž, Heckmann S (2005) Influence of the fly ash chemical composition on the Portland cement and fly ash mixture hydration mechanism. J Mech Eng 3:117–125

    Google Scholar 

  8. De la Varga I, Castro J, Bentz D, Weiss J (2012) Application of internal curing for mixtures containing high volumes of fly ash. Cem Concr Compos 34:1001–1008

    Article  Google Scholar 

  9. Fan Y, Yin S, Wen Z, Zhong J (1999) Activation of fly ash and its effects on cement properties. Cem Concr Res 29:467–472

    Article  Google Scholar 

  10. Feldman RF, Carette GG, Malhotra VM (1990) Studies on mechanics of development of physical and mechanical properties of high-volume fly ash-cement pastes. Cem Concr Compos 12:245–251

    Article  Google Scholar 

  11. Fernandez-Jimenez MA, Palomo A, Lopez-Hombrados C (2006) Engineering properties of alkali activated fly ash concrete. ACI Mater J 103(2):106–112

    Google Scholar 

  12. Fox MJ (2005) Changes in fly ash with thermal treatment. World of Coal Ash (WOCA), Lexington

    Google Scholar 

  13. Hanehara S, Tomosawa F, Kobayakawa M, Hwang K (2001) Effects of water/powder ratio, mixing ratio of fly ash, and curing temperature on pozzolanic reaction of fly ash in cement paste. Cem Concr Res 31:31–39

    Article  Google Scholar 

  14. Henkensiefken R, Briatka P, Bentz D, Nantung T, Weiss J (2010) Plastic shrinkage cracking in internal cured mixtures made with pre-wetted lightweight aggregate. Concr Int 32:49–54

    Google Scholar 

  15. Igarashi S, Watanabe A (2006) Experimental study on prevention of autogenous deformation by internal curing using super-absorbent polymer particles. In: Proceedings of international RILEM conference—volume changes of hardening concrete: testing and mitigation, RILEM Publication S.A.R.L pp 77–86

  16. Jariyathitipong P, Kawai K, Sato R, Tsuchida S (2002) Experimental study on acceleration of pozzolanic reaction of fly ash. Proc JCI 24:105–110

    Google Scholar 

  17. Jensen OM, Hansen PF (2001) Water-entrained cement-based materials: I. Principles and theoretical background. Cem Concr Res 31:647–654

    Article  Google Scholar 

  18. Katz A (1998) Microscopic study of alkali-activated fly ash. Cem Concr Res 28:197–208

    Article  Google Scholar 

  19. Kliger P (1957) Early high strength concrete for prestressing. In: Proceedings of world conference on prestressed concrete, San Francisco

  20. Lam L, Wong YL, Poon CS (2000) Degree of hydration and gel/paste ratio of high volume fly ash/cement systems. Cem Concr Res 30:747–756

    Article  Google Scholar 

  21. Law WD, Adam AA, Molyneaux KT, Patnaikuni I, Wardhono A (2015) Long term durability properties of class F fly ash geopolymer concrete. Mater Struct 48:721–731

    Article  Google Scholar 

  22. Li D, Chen Y, Shen J, Su J, Wu X (2000) The influence of alkalinity on activation and microstructure of fly ash. Cem Concr Res 30:881–886

    Article  Google Scholar 

  23. Mehta PK (1987) Natural pozzolans: supplementary cementing materials in concrete. CANMET Special Publication, Ottawa, pp 1–33

    Google Scholar 

  24. Mehta PK, Monterio PJM (2006) Concrete: microstructure, properties, and materials, 3rd edn. McGraw-Hill Publisher, New York

    Google Scholar 

  25. Nukushina T, Seiki S, Nakagawa S, Sato R (2009) Experimental investigation on improvement of properties of concrete containing fly ash by internal curing with roof tile waste aggregate. Proc JCI 31:241–246

    Google Scholar 

  26. Poon CS, Lam L, Wong YL (2000) A study on high strength concrete prepared with large volumes of low calcium fly ash. Cem Concr Res 30:447–455

    Article  Google Scholar 

  27. Sakai E, Miyahara S, Ohsawa S, Lee SH, Daimon M (2005) Hydration of fly ash cement. Cem Concr Res 35:1135–1140

    Article  Google Scholar 

  28. Saraswathy V, Muralidharan S, Thangavel K, Srinivasan S (2003) Influence of activated fly ash on corrosion-resistance and strength of concrete. Cem Concr Compos 25:673–680

    Article  Google Scholar 

  29. Shi C, Day RL (2001) Comparison of different methods for enhancing reactivity of pozzolans. Cem Concr Res 31:813–818

    Article  Google Scholar 

  30. Shi C, Shao Y (2002) What is the most efficient way to activate the reactivity of fly ashes? In: 2nd material specialty conference of the Canadian Society for Civil Engineering, Montréal, June 5–8

  31. Suzuki M, Maruyama I, Kawabata T, Sato R (2007) A study on deformation and resultant induced stress of ultra high strength concrete using roof tile waste-coarse aggregate. Proc JCI 29:651–656

    Google Scholar 

  32. Suzuki M, Meddah MS, Sato R (2009) Use of porous ceramic waste aggregates for internal curing of high-performance concrete. Cem Concr Res 39:373–381

    Article  Google Scholar 

  33. Termkhajornkit P, Nawa T, Nakai M, Saito T (2005) Effect of fly ash on autogenous shrinkage. Cem Concr Res 35:473–482

    Article  Google Scholar 

  34. Wang Q, Feng J, Yan P (2012) The microstructure of 4-year-old hardened cement-fly ash paste. Constr Build Mater 29:114–119

    Article  Google Scholar 

  35. Yamamoto T, Kanazu T (2007) Experimental explanation of compacting effect on hydration phases and strength development mechanism derived from pozzolanic reaction of fly ash. J JSCE 63–1:52–65

    Google Scholar 

  36. Zeng Q, Li K (2015) Reaction and microstructure of cement-fly-ash system. Mater Struct 48:1703–1716

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Kenji Kawai.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Bui, P.T., Ogawa, Y., Nakarai, K. et al. Effect of internal alkali activation on pozzolanic reaction of low-calcium fly ash cement paste. Mater Struct 49, 3039–3053 (2016). https://doi.org/10.1617/s11527-015-0703-6

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1617/s11527-015-0703-6

Keywords

Navigation