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Effect of Olivine Nano-silica Additions on Cement Based Systems

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Abstract

In this study, the influence of olivine nano-silica (OnS) additions in cement based systems has been addressed. The obtained results demonstrate that the addition of OnS (1.5–3.8 % bwoc) increases the viscosity, yield point and hydration degree of the cementitious systems, mainly due to the increase of the total specific surface area of the mix. This holds also for the case when a fixed amount of SP is applied. Based on the performed analysis, it is concluded that the OnS acts as an accelerating and pozzolanic agent in concrete.

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References

  1. Lazaro, A., Brouwers, H. J. H., Quercia, G., & Geus, J. W. (2012). The properties of amorphous nano-silica synthesized by the dissolution of olivine. Chemical Engineering Journal, 211–212, 112–121.

    Article  Google Scholar 

  2. Justnes, H., & Ostnor, T. (2001). Pozzolanic, amorphous silica produced from the mineral Olivine. In V. M. Malhotra (Eds.), Proceedings of the 7th CANMET/ACI international conference on Fly ash, Silica fume, Slag, and Natural pozzolans in Concrete (Vol. II), Chennai.American Concrete Institute (ACI) Special Publication 199, 769–781 (DOI 10.14359/10547).

  3. Quercia, G. (2014). Application of nano-silica in concrete (pp. 1–328). PhD dissertation, Eindhoven University of Technology, Eindhoven.

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  4. EFNARC. (2005). Specification and guidelines for Self Compacting Concrete-SCC. Report, European Federation of Producers and Contractors of Specialist Products for Structures, Surrey.

    Google Scholar 

  5. Hüsken, G., & Brouwers, H. J. H. (2008). A new mix design concept for earth-moist concrete: A theoretical and experimental study. Cement and Concrete Research, 38, 1246–1259.

    Article  Google Scholar 

  6. Hunger, M. (2010). An integral design concept for ecological self-compacting concrete (pp. 1–260). PhD thesis, Eindhoven University of Technology, Eindhoven.

    Google Scholar 

  7. Klotz, J. A., & Brigham, W. E. (1998). To determine Herschel-Bulkley coefficients. Journal of Petroleum Technology, 50, 80–81.

    Article  Google Scholar 

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Correspondence to G. Quercia Bianchi .

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Quercia Bianchi, G., Brouwers, H.J.H. (2015). Effect of Olivine Nano-silica Additions on Cement Based Systems. In: Sobolev, K., Shah, S. (eds) Nanotechnology in Construction. Springer, Cham. https://doi.org/10.1007/978-3-319-17088-6_24

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