Hydration Process of Portland Cement Blended with Silica Fume

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The enormous carbon footprint associated with the global cement production (5-7%) asks for a radical change in the use of sustainable replacement materials in concrete. Replacement of cement by pozzolanic waste materials, being a by-product from industrial processes, has been widely recognized as the most promising route towards sustainable construction materials. This paper presents experimental study on hydration of commercial Portland cement blended with silica fume in replacement ratio of 15 mass %. Isothermal calorimetry was employed to monitor the hydration kinetics. Thermogravimetric analysis coupled by differential scanning calorimeter (TG/DSC) was used to investigate the formed hydration products at 1, 3, 7, and 28 days of hydration. Two different approaches for a dispersion of silica fume in cement paste were compared: ultrasound bath and addition of superplasticizer (polycarboxylic ether based).

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578-583

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May 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[7] This effect is due to the reorganization of the lattice network, corresponding to anhydrous calcium silicates with the low Ca/Si ratio. DSC thermograms of cement containing 15 % SF exhibit a typical exothermal effect for the presence of C-S-H (I) in pastes cured for 1, 3, 7, and 28 days, with and without superplasticizer. The general shift of the peak of this exotherm towards lower temperatures with hydration time suggests that a higher quantity of the CSH(1) with lower C/S is formed. It is generally thought that the product resulting from the pozzolanic reaction (Eq. 2) consists of C-S-H that has a Ca/Si ratio values between 0.9 and 1.3 [7]. Conclusion This paper investigates the effect of silica fume and polycarboxylic ether based superplasticizer on the hydration process of commercial Portland cement. Without superplasticizer, the quantities of Ca(OH)2 after 1 day of hydration of silica fume blended cement paste are lower than for pure cement paste, thus indicating pozzolanic reactivity of silica fume with Ca(OH)2. The superplasticizer significantly retards the nucleation and growth of hydration products. With superplasticizer, both cement hydration and pozzolanic reaction are retarded. The addition of SF acted as a strong accelerator, even in the case of superplasticizer addition. The high retardation of the hydration by small addition of Glenium superplasticizer was hypothetically explained by a steric hindrance of the long side chains linked to the polymer backbone providing a physical barrier on the reacting surface of cement and SF particles. On the other hand, the acceleration of hydration by SF particles may be attributed to a more permeable shell of hydration products forming around the dissolving clinker particles due to the extreme fineness of the SF particles that provides high surface for new preferential nucleation sites. DSC showed crystallization around 880 oC in the SF-modified cement pastes. This exothermic effect corresponds to anhydrous calcium silicates with a low Ca/Si ratio. The general shift of this peak towards lower temperatures with hydration time suggests that a higher quantity of the CSH with lower C/S is progressively formed. Acknowledgement Work was supported by Marie Curie Actions EU grant FP7-PEOPLE-2010-IEF-272653-DICEM. Refrences

Google Scholar

[1] IEA statistics, 2010, http://ec.europa.eu/eurostat

Google Scholar

[2] P.C. Aitcin, Binders for durable and sustainable concrete, Taylor and Francis, New York (2008)

Google Scholar

[3] L. Wadso, An experimental comparison between isothermal calorimetry, semi-adiabatic calorimetry and solution calorimetry for the study of cement hydration, NORDTEST Report 522

Google Scholar

[4] R.V.S. Ramachandran: Applications of Differential thermal analysis in Cement Chemistry, Chemical Publishing Company NY (1969)

Google Scholar

[5] B.K. Marsh, R.L. Day, (1988). Cement and Concrete Research 18(2) 301-310.

Google Scholar

[6] C.M. Dobson, D.G.C. Goberdhan, J.D.F. Ramsay, S.A. Rodger: J. Mat. Sci. Vol. 23 (1988) pp.4108-4114.

Google Scholar

[7] L.P. Esteves: Thermoch. Acta Vol. 518 (2011) p.27–35.

Google Scholar