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Article

Assessing the Impact of Fly Ash and Recycled Concrete Aggregates on Fibre-Reinforced Self-Compacting Concrete Strength and Durability

by
Senthil Kumar Velumani
1 and
Sreevidya Venkatraman
2,*
1
Department of Civil Engineering, Kumaraguru College of Technology, Coimbatore 641049, Tamilnadu, India
2
Department of Civil Engineering, Sri Krishna College of Technology, Kovaipudur, Coimbatore 641008, Tamilnadu, India
*
Author to whom correspondence should be addressed.
Processes 2024, 12(8), 1602; https://doi.org/10.3390/pr12081602
Submission received: 7 May 2024 / Revised: 21 June 2024 / Accepted: 24 June 2024 / Published: 30 July 2024
(This article belongs to the Section Materials Processes)

Abstract

Driven by the insatiable demand for construction materials, excessive quarrying for natural aggregates and the demand for raw materials for cement production pose significant environmental challenges, including habitat loss and resource depletion. To address these concerns, this study investigates the use of fibre-reinforced self-compacting concrete (FR-SCC) with high-volume fly ash (HVFA) and varying levels of recycled concrete aggregates (RCA) as substitutes for fine and coarse aggregates. This approach aims to simultaneously address environmental concerns by reducing reliance on virgin resources by utilizing the recycled aggregates and enhancing the performance of concrete through the combined benefits of fly ash and fibre reinforcement. In this study, Self-Compacting Concrete (SCC) mixes were created with 50% of fly ash replaced with conventional cement content, which was taken from the previous literature. Fine and coarse aggregate utilized in this investigation were replaced with processed recycled aggregates at varying levels from 0% to 100% at an interval of 25%, offering a promising solution to alleviate the environmental burden associated with excessive quarrying while contributing to sustainable construction practices. Additionally, replacement levels of aggregate synthetic polypropylene fibres (PF) were added into the concrete matrix up to 1% at an interval of 0.25%. This research contributes to the development of sustainable construction practices by promoting resource efficiency and minimizing environmental impact. The study found that SCC mixes with fibres and recycled aggregates maintained self-compactability, with polypropylene fibres and fly ash improving workability and cohesion. With this combination of materials, the highest strength value of 55.31 MPa was observed and the study promotes sustainable construction by reducing reliance on virgin resources and minimizing environmental impact.
Keywords: fibre-reinforced self-compacting concrete; high volume fly ash; recycled concrete aggregates; polypropylene fibres; strength and durability properties fibre-reinforced self-compacting concrete; high volume fly ash; recycled concrete aggregates; polypropylene fibres; strength and durability properties

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MDPI and ACS Style

Velumani, S.K.; Venkatraman, S. Assessing the Impact of Fly Ash and Recycled Concrete Aggregates on Fibre-Reinforced Self-Compacting Concrete Strength and Durability. Processes 2024, 12, 1602. https://doi.org/10.3390/pr12081602

AMA Style

Velumani SK, Venkatraman S. Assessing the Impact of Fly Ash and Recycled Concrete Aggregates on Fibre-Reinforced Self-Compacting Concrete Strength and Durability. Processes. 2024; 12(8):1602. https://doi.org/10.3390/pr12081602

Chicago/Turabian Style

Velumani, Senthil Kumar, and Sreevidya Venkatraman. 2024. "Assessing the Impact of Fly Ash and Recycled Concrete Aggregates on Fibre-Reinforced Self-Compacting Concrete Strength and Durability" Processes 12, no. 8: 1602. https://doi.org/10.3390/pr12081602

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