Mechanical Properties of Recycled Aggregate Concrete with Industrial Waste Ash

Authors

  • Uruya Weesakul Thammasat University Research Unit in Climate Change and Sustainability, Department of Civil Engineering, Faculty of Engineering, Thammasat School of Engineering, Thammasat University Rangsit Campus, Thailand
  • Thant Paing Htun Thammasat School of Engineering, Thammasat University, Thailand
  • Ali Ejaz National Institute of Transportation, National University of Sciences and Technology (NUST), Islamabad, Pakistan
  • Phromphat Thansirichaisree Thammasat Research Unit in Infrastructure Inspection and Monitoring, Repair and Strengthening (IIMRAS), Faculty of Engineering, Thammasat School of Engineering, Thammasat University Rangsit Campus, Klong Luang, Pathumthani, Thailand
  • Qudeer Hussain Civil Engineering Department, Kasem Bunding University, Thailand
Volume: 14 | Issue: 6 | Pages: 18042-18047 | December 2024 | https://doi.org/10.48084/etasr.8671

Abstract

This study investigates the performance of concrete incorporating various recycled fine aggregates, including recycled brick aggregates, Fly Ash (FA), and Sugar Cane Bagasse Ash (SCBA). The test results showed that the mechanical properties were adversely affected when utilizing recycled brick or concrete aggregates, whereas FA or SCBA enhanced them. The water absorption potential of recycled bricks was proportional to the reduction in mechanical properties. FA and SCBA enhanced compressive strength and increased flexural strength up to 175.72% and 225.51%, respectively, at 20% replacement. The inclusion of recycled brick and concrete aggregates raised water absorption, while FA and SCBA significantly lowered it, improving the overall performance.

Keywords:

fly ash, recyled aggregate, recycled bricks, fine aggregate

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How to Cite

[1]
Weesakul, U., Htun, T.P., Ejaz, A., Thansirichaisree, P. and Hussain, Q. 2024. Mechanical Properties of Recycled Aggregate Concrete with Industrial Waste Ash. Engineering, Technology & Applied Science Research. 14, 6 (Dec. 2024), 18042–18047. DOI:https://doi.org/10.48084/etasr.8671.

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