Performance of Recycled Aggregate Concrete Made with Waste Refractory Brick

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Concrete containing recycled aggregates have different properties from concrete containing natural aggregates. This work investigates, firstly, the possibility of using recycled refractory bricks (RBA) as coarse aggregate for concrete, and secondly, finds the ideal replacement percentage of natural coarse aggregate (NCA) by RBA. For this, an experimental study was carried out to assess the physical and mechanical properties of concrete produced with the partial and total replacement of NCA by RBA. Two types of RBA from two different sources were used, RBA-1 obtained from the grinding of new refractory bricks and RBA-2 obtained from refractory bricks used in the furnace recovered from the cement plant. For each type of RBA, two concretes with water/cement (w/c) ratios of 0.59 and 0.38 were tested. These concretes were evaluated by density, water porosity, ultrasonic pulse velocity (UPV) and compressive strength, and compared to those obtained on conventional concretes. The results obtained show that concrete can be manufactured using RBA. Concrete containing 20% ​​RBA shows good quality compared with conventional concrete.

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November 2021

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[1] J. M. Khatib, Properties of concrete incorporating fine recycled aggregate, Cement and concrete research. 35 (2005) 763-769.

DOI: 10.1016/j.cemconres.2004.06.017

Google Scholar

[2] N. Fonseca, J. De Brito, L. Evangelista, The influence of curing conditions on the mechanical performance of concrete made with recycled concrete waste, Cement and Concrete Composites. 33 (2011) 637-643.

DOI: 10.1016/j.cemconcomp.2011.04.002

Google Scholar

[3] J. Yang, Q. Du, Y. Bao, Concrete with recycled concrete aggregate and crushed clay bricks, Construction and Building Materials. 25 (2011) 1935-1945.

DOI: 10.1016/j.conbuildmat.2010.11.063

Google Scholar

[4] S. C. Kou, C. S. Poon, Enhancing the durability properties of concrete prepared with coarse recycled aggregate, Construction and Building Materials. 35 (2012) 69-76.

DOI: 10.1016/j.conbuildmat.2012.02.032

Google Scholar

[5] B. B. Mukharjee, S. V. Barai, Influence of nano-silica on the properties of recycled aggregate concrete, Construction and Building Materials. 55 (2014) 29-37.

DOI: 10.1016/j.conbuildmat.2014.01.003

Google Scholar

[6] G. Dimitriou, P. Savva, M. F. Petrou, Enhancing mechanical and durability properties of recycled aggregate concrete, Construction and Building Materials. 158 (2018) 228-235.

DOI: 10.1016/j.conbuildmat.2017.09.137

Google Scholar

[7] L. Evangelista, J. De Brito, Mechanical behavior of concrete made with fine recycled concrete aggregates, Cement & Concrete Composites. 29 (2007) 397-401.

DOI: 10.1016/j.cemconcomp.2006.12.004

Google Scholar

[8] F. Debieb, S. Kenai, The use of coarse and fine crushed bricks as aggregate in concrete, Construction and building materials. 22 (2008) 886-893.

DOI: 10.1016/j.conbuildmat.2006.12.013

Google Scholar

[9] A. A. Elhakam, A. E. Mohamed, E. Awad, Influence of self-healing, mixing method and adding silica fume on mechanical properties of recycled aggregates concrete, Construction and Building Materials. 35 (2012) 421-427.

DOI: 10.1016/j.conbuildmat.2012.04.013

Google Scholar

[10] C. Medina, M. Frías, M. I. S. De Rojas, Microstructure and properties of recycled concretes using ceramic sanitary ware industry waste as coarse aggregate, Construction and Building Materials. 31 (2012) 112-118.

DOI: 10.1016/j.conbuildmat.2011.12.075

Google Scholar

[11] S. Hachemi, Study of the behavior of concrete subjected to high temperature: Influence of the type of concrete and the nature of the constituents, Thesis of science Doctorate in Civil Engineering, University of Biskra, Biskra, (2015).

Google Scholar

[12] S. Hachemi, A. Ounis, Performance of concrete containing crushed brick aggregate exposed to different fire temperatures, European Journal of Environmental and Civil Engineering. 19 (2015) 805-824.

DOI: 10.1080/19648189.2014.973535

Google Scholar

[13] J. Dang, J. Zhao, Influence of waste clay bricks as fine aggregate on the mechanical and microstructural properties of concrete, Construction and Building Materials. 228 (2019) 116757.

DOI: 10.1016/j.conbuildmat.2019.116757

Google Scholar

[14] W. H. J. Tchamdjou, T. Cherradi, M. L. Abidi, L. A. Pereira-de-Oliveira, Mechanical properties of lightweight aggregates concrete made with cameroonian volcanic scoria: Destructive and non-destructive characterization, Journal of Building Engineering. 16 (2018), 134-145.

DOI: 10.1016/j.jobe.2018.01.003

Google Scholar

[15] W. Juimo, T. Cherradi, L. Abidi, L. Oliveira, Characterization of natural pozzolan of Djoungo, (Cameroon) as lightweight aggregate for lightweight concrete, International Journal of GEOMATE. 11(2016) 2782-2789.

DOI: 10.21660/2016.27.1310

Google Scholar

[16] Kavas T, Karasu B, Arslan O. Utilization of refractory brick wastes in concrete production as aggregates. Sohn International Symposium Advanced Processing of Metals and Materials. 5 (2006) 479–483.

Google Scholar

[17] M. Saidi, B. Safi, K. Bouali, A. Benmounah, M. Samar, Improved behaviour of mortars at a high temperature by using refractory brick wastes, International Journal of Microstructure and Materials Properties. 10 (2015) 366-380.

DOI: 10.1504/ijmmp.2015.074992

Google Scholar

[18] D. Aboutaleb, B. Safi, K. Chahour, A. Belaid, Use of refractory bricks as sand replacement in self-compacting mortar, Cogent Engineering. 4 (2017), 1360235.

DOI: 10.1080/23311916.2017.1360235

Google Scholar

[19] M. Nematzadeh, A. Baradaran-Nasiri, 2018. Residual properties of concrete containing recycled refractory brick aggregate at elevated temperatures, Journal of Materials in Civil Engineering. 30 (2018), 04017255.

DOI: 10.1061/(asce)mt.1943-5533.0002125

Google Scholar

[20] M. Nematzadeh, J. Dashti, B. Ganjavi, Optimizing compressive behavior of concrete containing fine recycled refractory brick aggregate together with calcium aluminate cement and polyvinyl alcohol fibers exposed to acidic environment, Construction and Building Materials. 164 (2018) 837–849.

DOI: 10.1016/j.conbuildmat.2017.12.230

Google Scholar

[21] M. Zeghad, J. Mitterpach, B. Safi, B. Amrane, M. Saidi, Reuse of refractory brick wastes (RBW) as a supplementary cementitious material in a concrete, Periodica Polytechnica Civil Engineering. 61(2017) 75-80.

DOI: 10.3311/ppci.8194

Google Scholar

[22] European standard EN 197-1. Cement – Part 1 : Composition, specifications and conformity criteria for common cements, European committee for standardization, Rue de Stassart 36, B-1050, Bruxelles, (2000).

Google Scholar

[23] French standardization P 18-554, Aggregates – Measurement of densities, porosity, absorption coefficient and water content of fine gravel and pebbles, French Association for Standardization (AFNOR). Tour Europe cedex 7 92049, Paris, (1990).

Google Scholar

[24] French standardization P 18-555, Aggregates – Measurement of densities, absorption coefficient and water content of sands, French Association for Standardization (AFNOR). Tour Europe cedex 7 92049, Paris, (1990).

Google Scholar

[25] French standardization P 18-573, Aggregates – Los Angeles test, French Association for Standardization (AFNOR). Tour Europe cedex 7 92049, Paris, (1990).

Google Scholar

[26] French standardization P 18-598, Aggregates – Sand equivalent. French Association for Standardization (AFNOR). Tour Europe cedex 7 92049, Paris, (1991).

Google Scholar

[27] French standardization P 18-560, Aggregates – Particle size distribution by sieving. French Association for Standardization (AFNOR). Tour Europe cedex 7 92049, Paris, (1990).

Google Scholar

[28] G. Dreux,J. Festa, New guide to concrete and its constituents, Eyrolles Edition, Paris, (1998).

Google Scholar

[29] European Standard NF EN 12390-7, Test for hardened concrete Part 7: Density of concrete. ISSN 0335-3931. The French Association of Standardization (AFNOR), 11 avenue Francis de Pressensé 93571 Saint-Denis La Plaine Cedex, (2001).

Google Scholar

[30] French standardization P 18-418, Concrete – Sonic auscultation, measurement of the sonic wave transmission time in concrete. French Association for Standardization (AFNOR). Tour Europe cedex 7 92080. Paris, (1989).

Google Scholar

[31] European Standard NF EN 12390-3, Test for hardened concrete Part 3: Compressive strength of test specimens. ISSN 0335-3931. The French Association of Standardization (AFNOR). 11 avenue Francis de Pressensé France 93571 Saint-Denis La Plaine Cedex, (2003).

Google Scholar

[32] European Standard NF EN 12390-4, Test for hardened concrete Part 4: Characteristics of test machines. ISSN 0335-3931. The French Association of Standardization (AFNOR). 11 avenue Francis de Pressensé France 93571 Saint-Denis La Plaine Cedex, (2000).

Google Scholar

[33] C. S. Poon, Z. H. Shui, L. Lam, H. Fok, S. C. Kou, Influence of moisture states of natural and recycled aggregates on the slump and compressive strength of concrete, Cement and concrete research. 34 (2004) 31-36.

DOI: 10.1016/s0008-8846(03)00186-8

Google Scholar