Durability of concrete with pozzolanic admixtures and recycled aggregates
Mechanical and durability properties of concrete with a reduced environmental impact have been evaluated. This approach consist of replacing 50% of Portland cement by fly ash (35%) and spent catalytic cracking catalyst (15%), and also substituting a 20% and 100% of natural coarse aggregates by recycled aggregates. The performance of the prepared concrete consisted of mechanical tests, porosity, air permeability and chloride penetration. The obtained results show that the mechanical performance are significantly reduced in concretes with recycled aggregates and the pozzolanic binder, but durability-related properties are only affected by the use of recycled aggregates. Nevertheless, all the tested formulations are suitable for their use as structural concretes.
Antón, C., Climent, M. A., de Vera, G., Sánchez, I., Andrade, C. (2013), An improved procedure for obtaining and maintaining well characterized partial water saturation states on concrete samples to be used for mass transport tests. Materials and Structures, 46, 1389–1400. https://doi.org/10.1617/s11527-012-9981-4
Borrachero, M. V., Payá, J., Monzó, J., Soriano, L., Tashima, M. M. (2021), Inorganic binders from petrochemical industry waste: The case of fluid catalytic cracking catalyst residue. Waste and Byproducts in Cement-Based Materials (Innovative Sustainable Materials for a Circular Economy), Woodhead Publishing Series in Civil and Structural Engineering. Pages 283-334. https://doi.org/10.1016/B978-0-12-820549-5.00003-6
Chaofeng, L., Zhedong, C., Huixia, W., Jianzhuang, X., Yuming, Z., Zhiming, M. (2021), “Chloride transport and induced steel corrosion in recycled aggregateconcrete: A review”. Construction and Building Materials, vol 282, 122547. https://doi.org/10.1016/j.conbuildmat.2021.122547
Corinaldesi, V. (2010), “Mechanical and elastic behaviour of concretes made of recycled-concrete coarse aggregates”. Construction and Building Materials, 24 (9), pp. 1616-1620. https://doi.org/10.1016/j.conbuildmat.2010.02.031
Corinaldesi, V., Moriconi, G. (2009), “Influence of mineral additions on the performance of 100% recycled aggregate concrete”. Construction and Building Materials, 23 (8), pp. 2869-2876. https://doi.org/10.1016/j.conbuildmat.2009.02.004
Garcés, P., Glasser, F.P., Brew, D.R.M., Zornoza, E., Payá, J. (2011), “Pozzolanic activity of a spent fluid catalytic cracking catalyst residue”. Advances in Cement Research, vol. 23, pp. 1-7. https://doi.org/10.1680/adcr.9.00036
García de Lomas, M., Sánchez de Rojas, M.I., Frías, M., Mújika, R. (2006), “Comportamiento científico-técnico de los cementos portland elaborados con catalizadores FCC. Aplicación de la norma vigente”. Monografía Materiales, No. 412, editado por el CSIC, Madrid, pags. 46.
Bijen, J. “Benefits of slag and fly ash”. Construction and Building Materials, 1996, 10 (5), pp. 309-314. https://doi.org/10.1016/0950-0618(95)00014-3
Etxeberria, Vázquez, M. E., Marí, A. 2006, “Microstructure analysis of hardened recycled aggregate concrete”. Magazine of Concrete Research, 58 (10), pp. 683-690. https://doi.org/10.1680/macr.2006.58.10.683
Etxeberria, M., Marí, A. R., Vázquez, E. (2007), “Recycled aggregate concrete as structural material”. Materials and Structures, vol. 40, pp. 529-541. https://doi.org/10.1617/s11527-006-9161-5
Hansen, T. C. (1986), Recycled aggregates and recycled aggregate concrete second state-of-the-art report developments 1945–1985. Materials and Structures 19, 201–246. https://doi.org/10.1007/BF02472036
Herath, C., Gunasekara, C., Law, D. W., Setunge, S. (2020), “Performance of high-volume fly ash concrete incorporating additives: A systematic literature review”. Construction and Building Materials, vol. 258, 365606. https://doi.org/10.1016/j.conbuildmat.2020.365606.
Hoai-Bao, L., Quoc-Bao, B. (2020), “Recycled aggregate concretes - A state-of-the-art from the microstructure to the structural performance”. Construction and Building Materials, Vol. 257, 119522. https://doi.org/10.1016/j.conbuildmat.2020.119522
Hooton, R. D. (2015), “Current developments and future needs in standards for cementitious materials”. Cement and Concrete Research, vol. 78, pp. 165–177. https://doi.org/10.1016/j.cemconres.2015.05.022
Kou, S.; Poon, C. (2010), “Properties of concrete prepared with PVA-impregnated recycled concrete aggregates”. Cement and Concrete Composites, 32 (8), pp. 649-654. https://doi.org/10.1016/j.cemconcomp.2010.05.003
Kou, S., Poon, C., Agrela, F. (2011), “Comparisons of natural and recycled aggregate concretes prepared with the addition of different mineral admixtures”. Cement and Concrete Composites, 33 (8), pp. 788-795. https://doi.org/10.1016/j.cemconcomp.2011.05.009
Kou, S., Poon, C., Etxeberria, M. (2011), “Influence of recycled aggregates on long term mechanical properties and pore size distribution of concrete”. Cement and Concrete Composites, 33 (2), pp. 286-291. https://doi.org/10.1016/j.cemconcomp.2010.10.003
Paris, J. M., Roessler, J. G., Ferraro, C. C., DeFord, H. D., Townsend, T. G. (2016), “A review of waste products utilized as supplements to Portland cement in concrete”. Journal of Cleaner Production, vol. 121, pp.1-18. https://doi.org/10.1016/j.jclepro.2016.02.013
Poon, C. S. Shui, Z. H., Lam, L., Fok, H., Kou, S. C. (2004), “Influence of moisture states of natural and recycled aggregates on the slump and compressive strength of concrete”. Cement and Concrete Research, 34 (1), pp. 31-36. https://doi.org/10.1016/S0008-8846(03)00186-8
Safiuddin, M.; Hearn, N. (2005), “Comparison of ASTM saturation techniques for measuring the permeable porosity of concrete”. Cement and Concrete Research, 35 (5), pp. 1008-1013. https://doi.org/10.1016/j.cemconres.2004.09.017
Sim, J., Park, C. 2011, “Compressive strength and resistance to chloride ion penetration and carbonation of recycled aggregate concrete with varying amount of fly ash and fine recycled aggregate”. Waste Management, 31 (11), pp. 2352-2360. https://doi.org/10.1016/j.wasman.2011.06.014
Soriano, L., Payá, J., Monzó, J., Borrachero, M.V., Tashima, M.M. (2016), “High strength mortars using ordinary Portland cement–fly ash–fluid catalytic cracking catalyst residue ternary system (OPC/FA/FCC)”. Construction and Building Materials, Volume 106, pp. 228-235. http://dx.doi.org/10.1016/j.conbuildmat.2015.12.111
Torrent, R. J. (1999). Un método rápido y no-destructivo para medir la permeabilidad al aire del hormigón. Materiales de Construcción, 49 (254), 51–56. https://doi.org/10.3989/mc.1999.v49.i254.450
Yin, K., Ahamed, A., Lisak, G. (2018), “Environmental perspectives of recycling various combustion ashes in cement production – A review”. Waste Management, vol.78 pp. 401–416. https://doi.org/10.1016/j.wasman.2018.06.012
Zornoza, E., Payá, J. Garcés, P. (2008), “Carbonation rate and reinforcing steel corrosion rate of OPC/FC3R/FA mortars under accelerated conditions”. Advances in Cement Research, 20 (1), pp. 15-22. https://doi.org/10.1680/adcr.2007.00008
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