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In this work, compressive, flexural and split tensile strength together with coefficient of water absorption of high performance self-compacting concrete containing different amount of Fe2Os nanoparticles have been investigated. The strength and the water permeability of the specimens have been improved by adding Fe2Os nanoparticles in the cement paste up to 4.0 wt%. Fe203 nanoparticle as a foreign nucleation site could accelerate C-S-H gel formation as a result of increased crystalline Ca(OH)2 amount especially at the early age of hydration and hence increase the strength of the specimens. In addition, Fe203 nanoparticles are able to act as nanofillers and recover the pore structure of the specimens by decreasing harmful pores to improve the water permeability. Several empirical relations have been presented to predict the flexural and the split tensile strength of the specimens by means of the corresponding compressive strength at a certain age of curing. Accelerated peak appearance in conduction calorimetry tests, more weight loss in thermogravimetric analysis and more rapid appearance of peaks related to hydrated products in X-ray diffraction results indicate that Fe203 nanoparticles up to 4 wt% could improve the mechanical and the physical properties of the specimens.

参考文献

[1] D.F. Lin;K.L. Lin;W.C. Chang .Improvements of nano-SiO_2 on sludge/fly ash mortar[J].Waste Management,2008(6):1081-1087.
[2] Z. Li;H. Wang;S. He .Investigations on the preparation and mechanical properties of the nano-alumina reinforced cement composite[J].Materials Letters,2006(3):356-359.
[3] S.-J. Lee;W. M. Kriven .Synthesis and hydration study of Portland cement components prepared by the organic steric entrapment method[J].Materials and structures,2005(275):87-92.
[4] D.D. Bui;J. Hu;P. Stroeven .Particle size effect on the strength of rice husk ash blended gap-graded Portland cement concrete[J].Cement & concrete composites,2005(3):357-366.
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