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Evaluation of Industrial By-Products as Sustainable Pozzolanic Materials in Recycled Aggregate Concrete

Author

Listed:
  • Mohammed Fouad Alnahhal

    (Centre for Innovative Construction Technology (CICT), Department of Civil Engineering, Faculty of Engineering, University of Malaya, Kuala Lumpur 50603, Malaysia)

  • Ubagaram Johnson Alengaram

    (Centre for Innovative Construction Technology (CICT), Department of Civil Engineering, Faculty of Engineering, University of Malaya, Kuala Lumpur 50603, Malaysia)

  • Mohd Zamin Jumaat

    (Centre for Innovative Construction Technology (CICT), Department of Civil Engineering, Faculty of Engineering, University of Malaya, Kuala Lumpur 50603, Malaysia)

  • Mamoun A. Alqedra

    (Department of Civil Engineering, The Islamic University of Gaza, P.O. Box 108, Gaza Strip 79704, Palestine)

  • Kim Hung Mo

    (Centre for Innovative Construction Technology (CICT), Department of Civil Engineering, Faculty of Engineering, University of Malaya, Kuala Lumpur 50603, Malaysia)

  • Mathialagan Sumesh

    (Centre for Innovative Construction Technology (CICT), Department of Civil Engineering, Faculty of Engineering, University of Malaya, Kuala Lumpur 50603, Malaysia)

Abstract

The utilization of traditional supplementary cementitious materials (SCMs) has become more intense in the concrete industry due to their better long-term properties. This research evaluates the fresh and hardened properties of concrete that was developed using a high amount of recycled aggregate (RA) incorporated with sustainable SCMs. Rice husk ash (RHA), palm oil fuel ash (POFA) and palm oil clinker powder (POCP) were used as SCMs at 10%, 20% and 30% cement replacement levels to investigate their positive role in the performance of RA concrete. The results showed that the 10% replacement level of cement by RHA produced the highest strength at all ages tested. Although POFA and POCP were found to negatively affect the strengths at an early age, the hardened properties showed improvement after a relatively long curing time of 90 days. In addition, the targeted compressive strength of 30 MPa was achieved by using SCMs at levels up to 30%. Overall, the sustainable SCMs can reduce the quantity of cement required for concrete production, as well as reduce the conventional cement with the industrial by-products, which are considered as waste materials; thus, the concrete produced using up to 30% of SCMs as a replacement for cement could be considered as more environmentally-friendly concrete.

Suggested Citation

  • Mohammed Fouad Alnahhal & Ubagaram Johnson Alengaram & Mohd Zamin Jumaat & Mamoun A. Alqedra & Kim Hung Mo & Mathialagan Sumesh, 2017. "Evaluation of Industrial By-Products as Sustainable Pozzolanic Materials in Recycled Aggregate Concrete," Sustainability, MDPI, vol. 9(5), pages 1-23, May.
  • Handle: RePEc:gam:jsusta:v:9:y:2017:i:5:p:767-:d:98110
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    References listed on IDEAS

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    1. Mohammed, M.A.A. & Salmiaton, A. & Wan Azlina, W.A.K.G. & Mohammad Amran, M.S. & Fakhru'l-Razi, A. & Taufiq-Yap, Y.H., 2011. "Hydrogen rich gas from oil palm biomass as a potential source of renewable energy in Malaysia," Renewable and Sustainable Energy Reviews, Elsevier, vol. 15(2), pages 1258-1270, February.
    2. Mirjana Malešev & Vlastimir Radonjanin & Snežana Marinković, 2010. "Recycled Concrete as Aggregate for Structural Concrete Production," Sustainability, MDPI, vol. 2(5), pages 1-22, April.
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    2. Afonso Miguel Solak & Antonio José Tenza-Abril & José Miguel Saval & Victoria Eugenia García-Vera, 2018. "Effects of Multiple Supplementary Cementitious Materials on Workability and Segregation Resistance of Lightweight Aggregate Concrete," Sustainability, MDPI, vol. 10(11), pages 1-14, November.
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    5. Shi Ying Kwek & Hanizam Awang, 2021. "Utilisation of Recycled Silt from Water Treatment and Palm Oil Fuel Ash as Geopolymer Artificial Lightweight Aggregate," Sustainability, MDPI, vol. 13(11), pages 1-20, May.
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