The effect of recycled aggregate on properties of concrete: A review

This paper explains the effect of recycled concrete aggregate on the properties of concrete. The review study showed these results: the compressive strength of the concrete with recycled aggregate is lower than that with natural aggregate. The splitting tensile strength and modulus of elasticity decreased with an increase in the replacement ratio of recycled aggregate. This is attributed to cement mortar on the surface of the recycled coarse aggregate. The increase in the percentage ratio of recycled aggregate led to an increase in deflection. This is due to the recycled material having a modulus of elasticity that is less than natural aggregate, which leads to a decrease in the rigidity of the beam and an increase in the deflection. No significant reduction in the ultimate load is observed when the ratio of recycled aggregate increases. From the results, it can be concluded that the recycled aggregate is suitable for use in structural applications.

Authors

Publication Details

Journal
Hybrid Advances
Published
2025-08-14
DOI
https://doi.org/10.1016/j.hybadv.2025.100535
Citations
10
Primary Topic
Recycled Aggregate Concrete Performance
Type
article
Field-Weighted Citation Impact
10.06
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article

The effect of recycled aggregate on properties of concrete: A review

Mohd Dawood, Lubnar Alkhteeb
10 citations
Hybrid Advances
Recycled Aggregate Concrete Performance
10.06
article

The effect of recycled aggregate on properties of concrete: A review

Mohd Dawood, Lubnar Alkhteeb
article en
10 citations

Abstract

This paper explains the effect of recycled concrete aggregate on the properties of concrete. The review study showed these results: the compressive strength of the concrete with recycled aggregate is lower than that with natural aggregate. The splitting tensile strength and modulus of elasticity decreased with an increase in the replacement ratio of recycled aggregate. This is attributed to cement mortar on the surface of the recycled coarse aggregate. The increase in the percentage ratio of recycled aggregate led to an increase in deflection. This is due to the recycled material having a modulus of elasticity that is less than natural aggregate, which leads to a decrease in the rigidity of the beam and an increase in the deflection. No significant reduction in the ultimate load is observed when the ratio of recycled aggregate increases. From the results, it can be concluded that the recycled aggregate is suitable for use in structural applications.

Hybrid AdvancesVol. 11
Sustainable cities and communities
Openalex Percentile: Top 2%
Recycled Aggregate Concrete Performance
10.06
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