Technical Papers
Nov 27, 2018

Properties of Self-Compacting Concrete Prepared with Coarse Recycled Concrete Aggregates and Different Water:Cement Ratios

Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 2

Abstract

The purpose of this study is to analyze the influence of recycled coarse aggregates (RCA) used to manufacture self-compacting concrete with recycled aggregates (SCRC) by evaluating the characteristics of this concrete, particularly its self-compactibility. Another aim is to determine the simple compressive strength at 28 days and the durability (water penetration and carbonation). The concrete was prepared with different RCA percentages (0%, 20%, 40%, 60%, 80%, and 100%) and water:cement (w/c) ratios of 0.45, 0.50, and 0.55. A constant percentage of superplasticizer was added, and two saturation methods were analyzed with a w/c=0.45 ratio, one before and one during mixing. The results indicate that using up to 20% RCA has little influence on the characteristics of the SCRC, meaning that SCRC can be prepared with up to 40% substitutes, depending on the water:cement ratio.

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Acknowledgments

We wish to thank the Polytechnic University of Madrid and specifically the staff of the Materials Laboratory at the School of Civil Engineering for their support in conducting the tests, especially Juan and Aurelio. Thank you to Prointec S.A., without whose understanding and flexibility this work would not have been possible. Thanks also to the following companies: Sika, Bravo Concrete, Grupo Cementos Portland Valderrivas, and Tec-Rec, for the materials they provided to conduct this study.

References

Amin, A. F. M. S., A. Hasnat, A. H. Khan, and M. Ashiquzzaman. 2016. “Residual cementing property in recycled fines and coarse aggregates: Occurrence and quantification.” J. Mater. Civ. Eng. 28 (4): 04015174. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001472.
Andreu, G., and E. Miren. 2014. “Experimental analysis of properties of high performance recycled aggregate concrete.” Constr. Build. Mater. 52 (1): 227–235. https://doi.org/10.1016/j.conbuildmat.2013.11.054.
ASTM. 2007. Standard practice for making and curing concrete test specimens in the laboratory. ASTM C192. West Conshohocken, PA: ASTM.
Boudali, S., D. E. Kerdal, K. Ayed, B. Abdulsalam, and A. M. Soliman. 2016. “Performance of self-compacting concrete incorporating recycled concrete fines and aggregate exposed to sulphate attack.” Constr. Build. Mater. 124 (1): 705–713. https://doi.org/10.1016/j.conbuildmat.2016.06.058.
CEN (European Committee for Standardization). 2001. Tests for mechanical and physical properties of aggregates. Part 6: Determination of particle density and water absorption. UNE-EN 1097-6. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2008. Tests for geometrical properties of aggregates. Part 4: Determination of particle shape: Shape index. UNE-EN 933-4. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2009a. Testing hardened concrete. Part 3: Compressive strength of test specimens. UNE-EN 12390-3. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2009b. Testing hardened concrete. Part 7: Density of hardened concrete. UNE-EN 12390-7. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2009c. Tests for geometrical properties of aggregates. Part 11: Classification test for the constituents of coarse recycled aggregate. UNE-EN 933-11. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2010a. Testing hardened concrete. Part 6: Tensile splitting strength of test specimens. UNE-EN 12390-6. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2010b. Tests for mechanical and physical properties of aggregates. Part 2: Methods for determination of resistance to fragmentation. UNE-EN 1097-2. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2011b. Testing fresh concrete. Part 8: Self-compacting concrete: J-ring test. UNE-EN 12350-12. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2011c. Testing fresh concrete. Part 8: Self-compacting concrete: Slump-flow test. UNE-EN 12350-8. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2011d. Testing fresh concrete. Part 9: Self-compacting concrete: V-funnel test. UNE-EN 12350-9. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2011a. Testing hardened concrete. Part 8: Depth of penetration of water under pressure. UNE-EN 12390-8. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2012. Tests for geometrical properties of aggregates. Part 3: Determination of particle shape: Flakiness index. UNE-EN 933-3. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2013. Durability of concrete. Test method. Measurement of carbonation penetration rate in hardened concrete. Part 1: Natural method. UNE 83993-1. Brussels, Belgium: CEN.
CEN (European Committee for Standardization). 2014. Testing hardened concrete—Part 13: Determination of secant modulus of elasticity in compression. UNE-EN 12390-13. Brussels, Belgium: CEN.
Cui, H. Z., X. Shi, A. M. Shazim, F. Xing, and W. Tang. 2015. “Experimental study on the influence of water absorption of recycled coarse aggregates on properties of the resulting concretes.” J. Mater. Civ. Eng. 27 (4): 04014138. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001086.
Dapena, E., P. Alaejos, A. Lobet, and D. Pérez. 2011. “Effect of recycled sand content on characteristics of mortars and concretes.” J. Mater. Civ. Eng. 23 (4): 414–422. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000183.
de Juan, M. S., and P. A. Gutiérrez. 2009. “Study on the influence of attached mortar content on the properties of recycled concrete aggregate.” Constr. Build. Mater. 23 (2): 872–877. https://doi.org/10.1016/j.conbuildmat.2008.04.012.
EFNARC (European Federation for Specialist Construction Chemicals and Concrete Systems). 2002. Especificaciones y directrices para el hormigón autocompactable—HAC. Surrey, UK: EFNARC.
Gomes, M., J. de Brito, and M. Bravo. 2014. “Mechanical performance of structural concrete with the incorporation of coarse recycled concrete and ceramic aggregates.” J. Mater. Civ. Eng. 26 (10): 04014076. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000973.
Grdic, Z. J., G. A. Toplicic-Curcic, I. M. Despotovic, and N. S. Ristic. 2010. “Properties of self-compacting concrete prepared with coarse recycled concrete aggregate.” Constr. Build. Mater. 24 (7): 1129–1133. https://doi.org/10.1016/j.conbuildmat.2009.12.029.
Güneyisi, E., M. Gesoglu, Z. Algın, and H. Yazıcı. 2016. “Rheological and fresh properties of self-compacting concretes containing coarse and fine recycled concrete aggregates.” Constr. Build. Mater. 113 (1): 622–630. https://doi.org/10.1016/j.conbuildmat.2016.03.073.
IECA (Instituto Español del Cemento y sus Aplicaciones). 2005. Guía práctica para la utilización del hormigón autocompactante. Madrid, Spain: IECA.
Kapoor, K., S. P. Singh, and B. Singh. 2016. “Durability of self-compacting concrete made with recycled concrete aggregates and mineral admixtures.” Constr. Build. Mater. 128 (1): 67–76. https://doi.org/10.1016/j.conbuildmat.2016.10.026.
Kou, S. C., and C. S. Poon. 2009. “Properties of self-compacting concrete prepared with coarse and fine recycled concrete aggregates.” Cem. Concr. Compos. 31 (9): 622–627. https://doi.org/10.1016/j.cemconcomp.2009.06.005.
Kwan, W. H., M. Ramli, K. J. Kam, and M. Z. Sulieman. 2011. “Influence of the amount of recycled coarse aggregate in concrete design and durability properties.” Constr. Build. Mater. 26 (1): 565–573. https://doi.org/10.1016/j.conbuildmat.2011.06.059.
Liang, Y. C., Z. M. Ye, F. Vernerey, and Y. Xi. 2015. “Development of processing methods to improve strength of concrete with 100% recycled coarse aggregate.” J. Mater. Civ. Eng. 27 (5): 04014163. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000909.
Matias, D., J. de Brito, A. Rosa, and D. Pedro. 2014. “Durability of concrete with recycled coarse aggregates: Influence of superplasticizers.” J. Mater. Civ. Eng. 26 (7): 06014011. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000961.
Ministerio de Fomento. 2008. Instrucción de Hormigón Estructural. EHE-08. Madrid, Spain: Ministerio de Fomento.
Nieto, D. 2015. “Análisis de la velocidad de absorción de los áridos naturales y reciclados.” In Comunicación, IV Congreso Nacional de Áridos 2015. Madrid, Spain: Federación de Áridos.
Nunes, S., P. Milheiro-Oliveira, S. C. Joana, and J. Figueiras. 2013. “Robust SCC mixes through mix design.” J. Mater. Civ. Eng. 25 (2): 183–193. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000592.
Nwzad, A. A. 2015. “Effect of recycled coarse aggregate type on concrete.” J. Mater. Civ. Eng. 27 (10): 04014273. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001247.
Panda, K. C., and P. K. Bal. 2013. “Properties of self compacting concrete using recycled coarse aggregate.” Procedia Eng. 51 (1): 159–164. https://doi.org/10.1016/j.proeng.2013.01.023.
Pereira-de-Oliveira, L. A., M. C. S. Nepomuceno, J. P. Castro-Gomes, and M. F. Vila. 2014. “Permeability properties of self-compacting concrete with coarse recycled aggregates.” Constr. Build. Mater. 51 (1): 113–120. https://doi.org/10.1016/j.conbuildmat.2013.10.061.
Rodriguez de Sensale, G., I. Rodriguez Viacava, and A. Aguado. 2016. “Simple and rational methodology for the formulation of self-compacting concrete mixes.” J. Mater. Civ. Eng. 28 (2): 04015116. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001375.
Rueda, J., E. Dapena, P. Alaejos, and S. Menéndez de Llano. 2015. “An accelerated test to assess the quality of recycled concrete sands based on their absorption capacity.” Constr. Build. Mater. 78 (1): 464–469. https://doi.org/10.1016/j.conbuildmat.2014.12.039.
Señas, L., C. Priano, and S. Marfil. 2016. “Influence of recycled aggregates on properties of self-consolidating concretes.” Constr. Build. Mater. 113 (1): 498–505. https://doi.org/10.1016/j.conbuildmat.2016.03.079.
Shahria Alam, M., E. Slater, and A. H. M. Muntasir Billah. 2013. “Green concrete made with RCA and FRP scrap aggregate: Fresh and hardened properties.” J. Mater. Civ. Eng. 25 (12): 1783–1794. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000742.
Shen, L., B. J. Hamed, S. Shen, and M. Li. 2015. “Effects of aggregate properties and concrete rheology on stability robustness of self-consolidating concrete.” J. Mater. Civ. Eng. 27 (5): 04014159. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001107.
Silva, R. V., A. Silva, R. Neves, and J. de Brito. 2016a. “Statistical modeling of carbonation in concrete incorporating recycled aggregates.” J. Mater. Civ. Eng. 28 (1): 04015082. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001366.
Silva, Y. F., R. A. Robayo, P. E. Mattey, and S. Delvasto. 2016b. “Properties of self-compacting concrete on fresh and hardened with residue of masonry and recycled concrete.” Constr. Build. Mater. 124 (1): 639–644. https://doi.org/10.1016/j.conbuildmat.2016.07.057.
Singh, N., and S. P. Singh. 2016. “Carbonation and electrical resistance of self compacting concrete made with recycled concrete aggregates and metakaolin.” Constr. Build. Mater. 121 (1): 400–409. https://doi.org/10.1016/j.conbuildmat.2016.06.009.
Thomas, C., J. Setién, J. A. Polanco, P. Alaejos, and M. Sánchez de Juan. 2013. “Durability of recycled aggregate concrete.” Constr. Build. Mater. 40 (1): 1054–1065. https://doi.org/10.1016/j.conbuildmat.2012.11.106.
Vinay Kumar, B. M., H. Ananthan, and K. V. A. Balaji. 2017. “Experimental studies on utilization of coarse and finer fractions of recycled concrete aggregates in self compacting concrete mixes.” J. Build. Eng. 9 (1): 100–108. https://doi.org/10.1016/j.jobe.2016.11.013.
Zhang, J., C. Shi, Y. Li, X. Pan, P. Chi-Sun, and Z. Xie. 2015. “Performance enhancement of recycled concrete aggregates through carbonation.” J. Mater. Civ. Eng. 27 (11): 04015029. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001296.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 2February 2019

History

Received: Aug 29, 2017
Accepted: Jul 17, 2018
Published online: Nov 27, 2018
Published in print: Feb 1, 2019
Discussion open until: Apr 27, 2019

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Authors

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Professor, Dept. Ingeniería Civil: Construcción, Infraestructura y Transporte, E.T.S. de Ingeniería Civil, Universidad Politécnica de Madrid, Alfonso XII-3, Madrid 28014, Spain (corresponding author). ORCID: https://orcid.org/0000-0003-3859-5006. Email: [email protected]
E. Dapena, Ph.D.
Professor, Dept. Ingeniería Civil: Construcción, Infraestructura y Transporte, E.T.S. de Ingeniería Civil, Universidad Politécnica de Madrid, Alfonso XII-3, Madrid 28014, Spain.
P. Alaejos, Ph.D.
Laboratorio Central de Estructuras y Materiales (CEDEX), Ministerio de Fomento, Alfonso XII-3, Madrid 28014, Spain.
J. Olmedo, Ph.D.
Professor, Dept. Ingeniería Civil: Construcción, Infraestructura y Transporte, E.T.S. de Ingeniería Civil, Universidad Politécnica de Madrid, Alfonso XII-3, Madrid 28014, Spain.
D. Pérez
Associate Research Engineer, Dept. Ingeniería Civil: Construcción, Infraestructura y Transporte, E.T.S. de Ingeniería Civil, Universidad Politécnica de Madrid, Alfonso XII-3, Madrid 28014, Spain.

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