Mechanical Performance of Steam-Cured Self-Compacting Concrete Incorporating Silica Fume and Limestone Powder

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In this paper, influence of heat treatment on evolution of mechanical strengths at early age, less than 24hours of self-compacting concretes containing limestone powder and silica fume as fine materials was investigated experimentally. Two compositions of self-compacting concrete have been studied; the first is elaborated with silica fume addition and the second with limestone powder, each mixture were prepared with a constant water/binder ratio of 0.39. Concrete samples were either cured in water at (23±1°C), or steam cured at 65°C maximum temperature over six hours (6h) curing period. Tests of mechanical strengths were performed on specimens cooled down slowly to room temperature after heating.The obtained results show that all self-compacting mixtures exhibited satisfying fresh properties and check EFNARC specifications of self-compacting concrete (slump flow diameter higher than 650mm, L-box ratio higher than 80% and sieve stability less than 17%).Mechanical strengths of concrete containing limestone addition are slightly lower than those of concrete based on silica fume at all ages. Moreover, heat treatment generates an improvement of compressive and flexural strength. Interesting compressive strengths are obtained. At 24 hours, after heat treatment, the strengths are already greater than 35 MPa. The values ​​are 37 MPa and 40 MPa for self-compacting concrete containing limestone powder and silica fume respectively compared to 40 MPa and 46 MPa obtained at 7 days for the corresponding non-heat treated concretes. Compressive strength gain of SCCs mixtures with limestone powder and with silica fume, undergoing heat treatment at the age of 24hours is 85% and 75% respectively compared to SCCs mixtures cured in water.

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[1] S. Edrogdu and S. Kurbetci, Optimum heat treatment cycle for cement of different type and composition, Cement and Concrete Research. 28(11) (1998) 1595-1604. http://dx.doi.org/10.1016/ S0008-8846(98)00134-3.

DOI: 10.1016/s0008-8846(98)00134-3

Google Scholar

[2] N. Yazdani, F. ASCE, M. Filsaime, T. Manzur, Effect of Steam Curing on Concrete Piles with Silica Fume, International Journal of Concrete Structures and Materials; 4(1) (2010) 9-15. DOI 10.4334/IJCSM.2010.4.1.009.

DOI: 10.4334/ijcsm.2010.4.1.009

Google Scholar

[3] G. Long, Z. He, A. Omran, Heat damage of steam curing on the surface layer of concrete. Magazine of Concrete Research, 64(11) (2012) 995–1004.

DOI: 10.1680/macr.11.00164

Google Scholar

[4] A. M. Ramezanianpour, K. Esmaeili, S. A. Ghahari, A. A. Ramezanianpour, Influence of initial steam curing and different types of mineral additives on mechanical and durability properties of self-compacting concrete, Construction and Building Materials. 73 (2014) 187–194.

DOI: 10.1016/j.conbuildmat.2014.09.072

Google Scholar

[5] J. L. Garc´ıa Calvo, M. C. Alonso, L. Fern´andez Luco, M. Robles Velasco. Durability performance of sustainable self-compacting concretes in precast products due to heat curing. Construction and Building Materials, 111 (2016) 379–385.

DOI: 10.1016/j.conbuildmat.2016.02.097

Google Scholar

[6] D. Thelend, The Make-or-Break Process: With and Eye on the Bottom Line, the Producer Increasingly is Trying to Optimize the Curing Process,, The Concrete Producer, July (2003).

Google Scholar

[7] . Thelend, D., The Make-or-Break Process: With and Eye on the Bottom Line, the Producer Increasingly is Trying to Optimize the Curing Process,, The Concrete Producer, July (2003).

Google Scholar

[8] M. Li, Q. Wang, J. Yang, Influence of Steam Curing Method on the Performance of Concrete Containing a Large Portion of Mineral Admixtures, Advances in Materials Science and Engineering. (2017) 1-11, Article ID 9863219, https://doi.org/10.1155/2017/9863219.

DOI: 10.1155/2017/9863219

Google Scholar

[9] B. Safi, Y. Ghernouti, B. Rabehi, D. Aboutaleb, Effect of the Heat Curing on Strength Development of Self-compactingMortars Containing Calcined Silt of Dams and Ground Brick Waste. Materials Research. 16 (5) (2013) 1058-1064.

DOI: 10.1590/s1516-14392013005000094

Google Scholar

[10] R. Derabla nad M. L. Benmalek, Characterization of heat-treated self-compacting concrete containing mineral admixtures at early age and in the long term. Construction and Building Materials, 66 (2014) 787–794.

DOI: 10.1016/j.conbuildmat.2014.06.029

Google Scholar

[11] A.A. Ramezanianpour, S.A. Ghahari, A.M. Ramezanianpour, K.Esmaeili, Mechanical properties of self-compacting concrete exposed to initial steam curing, The Fourth International fib Congress., Volume 1,. Mumbai (2014).

DOI: 10.1016/j.conbuildmat.2014.09.072

Google Scholar

[12] H. Okamura and K. Ozawa, Mix design for self-compacting concrete, Concrete Lib JSCE. 25 (1995) 107–20.

Google Scholar

[13] EFNARC. The European Guidelines for Self-Compacting Concrete. (2005).

Google Scholar

[14] S. Nagataki and H. Fujiwara, Self-compacting property of highly flowable concrete, ACI Special Publ. 154 (1995) 301–14.

Google Scholar

[15] B. Barr, R. Gettu, S.K.A. Al-Oraimi, L.S. Bryars, Toughness measurement – The need to think again, Cement and Concrete Composites. 18(1996) 281–297.

DOI: 10.1016/0958-9465(96)00021-2

Google Scholar

[16] B. Rabehi, Y. Ghernouti, K. Boumcheddaa, Strength and compressive behaviour of ultra high-performance fibre-reinforced concrete (UHPFRC) incorporating Algerian calcined clays as pozzolanic materials and silica fume, European Journal of Environmental and Civil Engineering. 17 (8) (2013) 599–615, http://dx.doi.org/10.1080/19648189.2013.802998.

DOI: 10.1080/19648189.2013.802998

Google Scholar

[17] S.A. Rizwan and T.A. Bier, Blends of limestone powder and fly-ash enhance the response of self-compacting mortars, Construction and Building Materials. 27 (2012) 398–403.

DOI: 10.1016/j.conbuildmat.2011.07.030

Google Scholar

[18] G. Sua-iam and S. Natt Makul, Utilization of limestone powder to improve the properties of self-compacting concrete incorporating high volumes of untreated rice husk ash as fine aggregate, Construction and Building Materials. 27(2012) 398–403.

DOI: 10.1016/j.conbuildmat.2012.08.016

Google Scholar

[19] G. Baronio, and L. Binda, Study of the pozzolanicity of some bricks and clays, Construction and Building Materials. 11(1) (1997) 70–78.

DOI: 10.1016/s0950-0618(96)00032-3

Google Scholar

[20] M. Chinje and N. Billong, Activité pouzzolanique des déchets de briques et tuiles cuites, African Journal of Science and Technology (AJST), Science and Engineering Series, 5(1) (2004), 92–100.

DOI: 10.4314/ajst.v5i1.15323

Google Scholar

[21] M.F. Rojas and J. Cabrera, Influence of MK on the reaction kinetics in MK/lime and MK-blended cement systems at 20°C, Cem Concr Res. 31 (4) (2001) 519–527.

DOI: 10.1016/s0008-8846(00)00465-8

Google Scholar

[22] M.F. Rojas and M.I. Sanchez de Rojas, The effect of high curing temperature on the reaction kinetics in MK/lime and water-blended cement matrices at 60°C, Cem Concr Res. 33 (2003)643–649.

DOI: 10.1016/s0008-8846(02)01040-2

Google Scholar

[23] S. Wild, Observations on the use of ground waste clay brick as a cement replacement material, Building Research & Information. 24 (1) (1996).

Google Scholar

[24] H.W. Reinhardt and M.S. Stegmaier, Influence of heat curing on the pore structure and compressive strength of self-compacting concrete (SCC), Cement and concrete research. 36 (2006) 879-885.

DOI: 10.1016/j.cemconres.2005.12.004

Google Scholar

[25] D. Riad and M.L. Benmalek, Acceleration of the Hardening of Concrete Made with Mineral Admixtures by Using a Heat Treatment Process, Advances in Materials Science and Engineering. 4 (2014) 164–171.

Google Scholar

[26] A. Cwirzen, The effect of the heat-treatment regime on the properties of reactive powder concrete, Advances in Cemen Research. 19(2007) 25–33.

DOI: 10.1680/adcr.2007.19.1.25

Google Scholar

[27] M. Sarıdemir, Effect of silica fume and ground pumice on compressive strength and modulus of elasticity of high strength concrete, Construction and Building Materials. 49(2013) 484-489.

DOI: 10.1016/j.conbuildmat.2013.08.091

Google Scholar

[28] A. Benyahia, S. Choucha, M. Ghrici, Influence of limestone dust and natural pozzolan on engineering properties of self-compacting repair mortars, Frattura ed Integrità Strutturale. 45 (2018) 135-146;.

DOI: 10.3221/igf-esis.45.11

Google Scholar

[29] P. Lura, K. Breugel, I. Maruyama, Effect of curing temperature and type of cement on early-age shrinkage of high-performance, concrete Cement and Concrete Research. 31(12) (2001) 1867–1872.

DOI: 10.1016/s0008-8846(01)00601-9

Google Scholar

[30] G. Bumanis, N. Toropovs, L. Dembovska, D. Bajare, A. Korjakins, The Effect of Heat Treatment on the Properties of Ultra High Strength Concrete Environment, Technology. Resources. I(2015) 22-27.

DOI: 10.17770/etr2015vol1.209

Google Scholar

[31] J. Fladr and I. Broukalova, Influence of curing temperature on the mechanical properties of high-performance concrete, Materials Science and Engineering. 583(2019) 012011.

DOI: 10.1088/1757-899x/583/1/012011

Google Scholar

[32] M. A. Aqel, Steam Cured Self-Consolidating Concrete and the Effects of Limestone Filler, thesis submitted in conformity with the requirements for the degree of Doctor of Philosophy., Department of Civil Engineering University of Toronto (2016).

Google Scholar