Journal of Materials Science

, Volume 48, Issue 17, pp 5953–5961 | Cite as

Evaluation of compressive strength of hardening silica fume blended concrete

  • Xiao-Yong Wang


Silica fume (SF) is a byproduct of induction arc furnaces and has long been used as a mineral admixture to produce high-strength and high-performance concrete. Owing to the pozzolanic reaction between calcium hydroxide and SF, compared with Portland cement, the hydration of concrete containing SF is much more complex. In this paper, by considering the production of calcium hydroxide in cement hydration and its consumption in the pozzolanic reaction, a numerical model is proposed to simulate the hydration of concrete containing SF. The degree of hydration of cement and degree of reaction of SF are obtained as accompanied results from the proposed hydration model. Furthermore, on the basis of the volume stoichiometries, mixing proportions and the degree of reactions of cement and SF, the gel–space ratio of hydrating blended concrete is calculated. Finally, the development of compressive strength of SF blended concrete is evaluated through Powers’ strength theory considering the contributions of cement hydration and SF reaction. The proposed model is verified through experimental data on concrete with different water-to-cement ratios and SF substitution ratios.


Compressive Strength Silica Fume Calcium Hydroxide Cement Hydration Calcium Silicate Hydrate 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.



This study was supported by 2012 Research Grant from Kangwon National University.


  1. 1.
    Land G, Stephan D (2012) J Mater Sci 47(2):1011. doi: 10.1007/s10853-011-5881-1 CrossRefGoogle Scholar
  2. 2.
    Bentz DP, Jensen OM, Coats AM, Glasser FP (2000) Cem Concr Res 30(6):953CrossRefGoogle Scholar
  3. 3.
    Papadakis VG (1999) Cem Concr Res 29(1):79CrossRefGoogle Scholar
  4. 4.
    Papadakis VG, Tsimas S (2000) Cem Concr Res 30(2):291CrossRefGoogle Scholar
  5. 5.
    Papadakis VG, Pedersen EJ, Lindgreen H (1999) J Mater Sci 34(4):683. doi: 10.1023/A:1004500324744 CrossRefGoogle Scholar
  6. 6.
    Zelic J, Rusic D, Krstulovic R (2004) Cem Concr Res 34(12):2319CrossRefGoogle Scholar
  7. 7.
    Swaddiwudhipong S, Wu H, Zhang MH (2003) Adv Cem Res 15(4):161CrossRefGoogle Scholar
  8. 8.
    Ishida T, Luan Y, Sagawa T, Nawa T (2011) Cem Concr Res 41(12):1357CrossRefGoogle Scholar
  9. 9.
    Ishida T, Maekawa K, Kishi T (2007) Cem Concr Res 37(4):565CrossRefGoogle Scholar
  10. 10.
    Song HW, Jang JC, Saraswathy V, Byun KJ (2007) Build Environ 42(3):1358CrossRefGoogle Scholar
  11. 11.
    Tomosawa F (1997) In: Proceedings of the 10th international congress on the chemistry of cement, Harald Justnes Publisher, Gothenburg, 1997 p 51Google Scholar
  12. 12.
    Park KB, Jee NY, Yoon IS, Lee HS (2008) ACI Mater J 105(2):180Google Scholar
  13. 13.
    Saeki T, Monteiro PJM (2005) Cem Concr Res 35(10):1914CrossRefGoogle Scholar
  14. 14.
    Pane I, Hansen W (2005) Cem Concr Res 35(6):1155CrossRefGoogle Scholar
  15. 15.
    Jensen OM, Hansen PF (2001) Cem Concr Res 31(4):647CrossRefGoogle Scholar
  16. 16.
    Lam L, Wong YL, Poon CS (2000) Cem Concr Res 30(5):747CrossRefGoogle Scholar
  17. 17.
    Wang XY, Lee HS, Park KB (2009) ACI Mater J 106(2):167Google Scholar

Copyright information

© Springer Science+Business Media New York 2013

Authors and Affiliations

  1. 1.Department of Architectural Engineering, College of EngineeringKangwon National UniversityChuncheonSouth Korea

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