A Case Study on The Mechanical and Durability Properties of a Concrete Using Recycled Aggregates

Khaoula Naouaoui, Toufik Cherradi

Abstract


In Morocco, Recycled Aggregate Concrete (RAC) is not promoted unlike developed countries like France, Canada, US and many others. This article aims to present a Moroccan study related to the characterization of RAC and compare it with several studies all over the world. It focuses on compressive strength as the main mechanical characteristic and the porosity as the physical property that affects durability. The protocol is based on crushing concrete from demolished building and producing aggregates that are used in making experimental samples of RAC with different percentages of replacing Natural Aggregates (NA) by recycled ones. The first part of experimental study is to determine compressive strength of these samples after 7, 21, 28 and 90 days of confectioning it. Test results prove that above 25% of replacement level, the compression drops considerably and the Recycled Aggregates (RA) can’t replace the naturel ones. The second part of studies focuses on studying porosity as indicator of durability according to the performance approach. It concludes that the RAC may be used in a construction with a required life of 100 years specially building and roads. For high standards constructions or construction in a specific environment, more studies should be done.

 

Doi: 10.28991/cej-2021-03091768

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Keywords


Concrete; Natural Aggregates; Recycled Aggregates; Replacement Percentage.

References


Riaz, M R, R Hameed, M Ilya, A Akram, and Z A Siddiqi. “Mechanical Characterization of Recycled Aggregate Concrete.” Pakistan Journal of Engineering & Applied Sciences 16 (2015): 25–32.

Malešev, Mirjana, Vlastimir Radonjanin, and Gordana Broćeta. "Properties of recycled aggregate concrete." Contemporary Materials 5, no. 2 (2014): 239-249.

Chakradhara Rao, M., S. K. Bhattacharyya, and S. V. Barai. “Influence of Field Recycled Coarse Aggregate on Properties of Concrete.” Materials and Structures/Materiaux et Constructions 44, no. 1 (2011): 205–20. doi:10.1617/s11527-010-9620-x.

Dimitriou, George, Pericles Savva, and Michael F. Petrou. “Enhancing Mechanical and Durability Properties of Recycled Aggregate Concrete.” Construction and Building Materials 158 (2018): 228–35. doi:10.1016/j.conbuildmat.2017.09.137.

Kazmi, Syed Minhaj Saleem, Muhammad Junaid Munir, Yu Fei Wu, Indubhushan Patnaikuni, Yingwu Zhou, and Feng Xing. “Influence of Different Treatment Methods on the Mechanical Behavior of Recycled Aggregate Concrete: A Comparative Study.” Cement and Concrete Composites 104, no. 103398 (2019). doi:10.1016/j.cemconcomp.2019.103398.

Bai, Guoliang, Chao Zhu, Chao Liu, and Biao Liu. “An Evaluation of the Recycled Aggregate Characteristics and the Recycled Aggregate Concrete Mechanical Properties.” Construction and Building Materials 240, no. 117978 (2020). doi:10.1016/j.conbuildmat.2019.117978.

Jerath, Sukhvarsh, and Milad M. Shibani. “Dynamic Modulus for Reinforced Concrete Beams.” Journal of Structural Engineering 110, no. 6 (1984): 1405–10. doi:10.1061/(asce)0733-9445(1984)110:6(1405).

Xiao, Jianzhuang, Wengui Li, Yuhui Fan, and Xiao Huang. “An Overview of Study on Recycled Aggregate Concrete in China (1996-2011).” Construction and Building Materials 31 (2012): 364–83. doi:10.1016/j.conbuildmat.2011.12.074.

Thomas, C., J. Setién, J.A. Polanco, P. Alaejos, and M. Sánchez de Juan. “Durability of Recycled Aggregate Concrete.” Construction and Building Materials 40 (March 2013): 1054–1065. doi:10.1016/j.conbuildmat.2012.11.106.

Kou, Shi Cong, and Chi Sun Poon. “Long-Term Mechanical and Durability Properties of Recycled Aggregate Concrete Prepared with the Incorporation of Fly Ash.” Cement and Concrete Composites 37, no. 1 (2013): 12–19. doi:10.1016/j.cemconcomp.2012.12.011.

Etxeberria, M., A. R. Marí, and E. Vázquez. “Recycled Aggregate Concrete as Structural Material.” Materials and Structures 40, no. 5 (July 13, 2006): 529–541. doi:10.1617/s11527-006-9161-5.

Bonopera, Marco, Kuo Chun Chang, Chun Chung Chen, Yu Chi Sung, and Nerio Tullini. “Prestress Force Effect on Fundamental Frequency and Deflection Shape of PCI Beams.” Structural Engineering and Mechanics 67, no. 3 (2018): 255–65. doi:10.12989/sem.2018.67.3.255.

Singh, Brahama P., Nur Yazdani, and Guillermo Ramirez. “Effect of a Time Dependent Concrete Modulus of Elasticity on Prestress Losses in Bridge Girders.” International Journal of Concrete Structures and Materials 7, no. 3 (2013): 183–91. doi:10.1007/s40069-013-0037-0.

Kanellopoulos, Antonios, Demetrios Nicolaides, and Michael F. Petrou. “Mechanical and Durability Properties of Concretes Containing Recycled Lime Powder and Recycled Aggregates.” Construction and Building Materials 53 (2014): 253–59. doi:10.1016/j.conbuildmat.2013.11.102.

Guo, Hui, Caijun Shi, Xuemao Guan, Jianping Zhu, Yahong Ding, Tung-Chai Ling, Haibo Zhang, and Yuli Wang. “Durability of Recycled Aggregate Concrete - A Review.” Cement and Concrete Composites 89 (May 2018): 251–259. doi:10.1016/j.cemconcomp.2018.03.008.

Xuan, Dongxing, Baojian Zhan, and Chi Sun Poon. “Durability of Recycled Aggregate Concrete Prepared with Carbonated Recycled Concrete Aggregates.” Cement and Concrete Composites 84 (2017): 214–21. doi:10.1016/j.cemconcomp.2017.09.015.

Kou, S. C., and 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.

Hwang, Jun Phil, Hyun Bo Shim, Sooyoung Lim, and Ki Yong Ann. “Enhancing the Durability Properties of Concrete Containing Recycled Aggregate by the Use of Pozzolanic Materials.” KSCE Journal of Civil Engineering 17, no. 1 (2013): 155–63. doi:10.1007/s12205-013-1245-5.

Kou, Shi-Cong, and Chi-Sun Poon. “Properties of Concrete Prepared with PVA-Impregnated Recycled Concrete Aggregates.” Cement and Concrete Composites 32, no. 8 (September 2010): 649–654. doi:10.1016/j.cemconcomp.2010.05.003.

Tam, Vivian W.Y., and C. M. Tam. “Assessment of Durability of Recycled Aggregate Concrete Produced by Two-Stage Mixing Approach.” Journal of Materials Science 42, no. 10 (2007): 3592–3602. doi:10.1007/s10853-006-0379-y.

Li, Xinghe, and David L. Gress. “Mitigating Alkali-Silica Reaction in Concrete Containing Recycled Concrete Aggregate.” Transportation Research Record, no. 1979 (2006): 30–35. doi:10.3141/1979-06.

Saravanakumar, Palaniraj, and Govindasamy Dhinakaran. “Durability Aspects of HVFA-Based Recycled Aggregate Concrete.” Magazine of Concrete Research 66, no. 4 (2014): 186–95. doi:10.1680/macr.13.00200.

Zhu, Ya Guang, Shi Cong Kou, Chi Sun Poon, Jian Guo Dai, and Qiu Yi Li. “Influence of Silane-Based Water Repellent on the Durability Properties of Recycled Aggregate Concrete.” Cement and Concrete Composites 35, no. 1 (2013): 32–38. doi:10.1016/j.cemconcomp.2012.08.008.

A.F AFNOR, NF EN 12390-3 (P18-430-3) Essais pour béton durci - Partie 3 : résistance à la compression des éprouvettes - Essais pour béton durci - Partie 3 : Résistance à la compression des éprouvettes, Juin 2019.

Hamza, Chbani, Saadouki Bouchra, Boudlal Mostapha, and Barakat Mohamed. “Formulation of Ordinary Concrete Using the Dreux-Gorisse Method.” Procedia Structural Integrity 28 (2020): 430–39. doi:10.1016/j.prostr.2020.10.050.

Association Française de Génie Civil, Conception des bétons pour une durée de vie donnée des ouvrages : maîtrise de la durabilité vis-à-vis de la corrosion des armatures et de l'alcali-réaction Etat de l'art et Guide pour la mise en œuvre d'une approche performantielle et prédictive sur la base d’indicateurs de durabilité, 2004.

AFNOR, NF P18-459: Béton - Essai pour béton durci - Essai de porosité et de masse volumique, Mars 2010.

NOTICE PRODUIT Sika® Plastiment® BV-40. Available online: https://cmr.sika.com/fr/construction/maconneries-betonnages/sika-plastiment-bv-40.html (accessed on March 2021).


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DOI: 10.28991/cej-2021-03091768

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