Long‐term performance of recycled aggregate concrete incorporating natural zeolite

Abstract This study investigates the long‐term mechanical, microstructural, and environmental performance of recycled aggregate concrete (RAC) incorporating natural zeolite (NZ) and silica fume (SF) as supplementary cementitious materials (SCMs). By partially replacing cement with 8% SF or 15% NZ and substituting natural aggregates with 30%, 50%, and 100% recycled concrete aggregates (RCA), the research aims to enhance concrete sustainability while addressing long‐term performance concerns associated with RCA. A comprehensive experimental program was conducted over a 3‐year curing period, including compressive and splitting tensile strength testing, water penetration analysis, pore structure evaluation (via MIP), microstructural analysis (via SEM) and life cycle assessment (LCA). Incorporating RCA consistently reduced compressive strength due to increased porosity and micro cracking in the adhered mortar and interfacial transition zones (ITZ). However, internal curing effects from higher RCA content partially offset early‐age strength losses and enhanced long‐term hydration. Both NZ and SF improved early‐age mechanical performance and refined the pore structure, with SF being more effective in reducing water permeability and pore sizes. NZ showed moderate long‐term benefits, particularly in tensile strength and matrix densification, attributed to its internal curing capacity. Despite improvements in microstructure, the 3‐year compressive strength of SCM‐modified mixes remained comparable to or slightly below that of the control mix. LCA results revealed reduced climate‐related impacts from partial cement replacement, although 100% RCA increased overall environmental burdens. These findings highlight a strong understanding of the role of NZ and SF regarding the long‐term performance, durability, and sustainability in RAC—particularly when internal curing and microstructural development are carefully considered in the mix design—and underscore the capacity of RCA to provide internal curing in long‐term conditions, which can help compensate for strength losses.

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Publication Details

Journal
Structural Concrete
Published
2025-05-30
DOI
https://doi.org/10.1002/suco.70136
Citations
5
Primary Topic
Recycled Aggregate Concrete Performance
Type
article
Field-Weighted Citation Impact
5.03
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article

Long‐term performance of recycled aggregate concrete incorporating natural zeolite

Milad Aghililotf, Amir Mohammad Ramezanianpour, Omid Bamshad, Ailar Hajimohammadi
5 citations
Structural Concrete
Recycled Aggregate Concrete Performance
5.03
article

Long‐term performance of recycled aggregate concrete incorporating natural zeolite

Milad Aghililotf, Amir Mohammad Ramezanianpour, Omid Bamshad, Ailar Hajimohammadi
article en
5 citations

Abstract

Abstract This study investigates the long‐term mechanical, microstructural, and environmental performance of recycled aggregate concrete (RAC) incorporating natural zeolite (NZ) and silica fume (SF) as supplementary cementitious materials (SCMs). By partially replacing cement with 8% SF or 15% NZ and substituting natural aggregates with 30%, 50%, and 100% recycled concrete aggregates (RCA), the research aims to enhance concrete sustainability while addressing long‐term performance concerns associated with RCA. A comprehensive experimental program was conducted over a 3‐year curing period, including compressive and splitting tensile strength testing, water penetration analysis, pore structure evaluation (via MIP), microstructural analysis (via SEM) and life cycle assessment (LCA). Incorporating RCA consistently reduced compressive strength due to increased porosity and micro cracking in the adhered mortar and interfacial transition zones (ITZ). However, internal curing effects from higher RCA content partially offset early‐age strength losses and enhanced long‐term hydration. Both NZ and SF improved early‐age mechanical performance and refined the pore structure, with SF being more effective in reducing water permeability and pore sizes. NZ showed moderate long‐term benefits, particularly in tensile strength and matrix densification, attributed to its internal curing capacity. Despite improvements in microstructure, the 3‐year compressive strength of SCM‐modified mixes remained comparable to or slightly below that of the control mix. LCA results revealed reduced climate‐related impacts from partial cement replacement, although 100% RCA increased overall environmental burdens. These findings highlight a strong understanding of the role of NZ and SF regarding the long‐term performance, durability, and sustainability in RAC—particularly when internal curing and microstructural development are carefully considered in the mix design—and underscore the capacity of RCA to provide internal curing in long‐term conditions, which can help compensate for strength losses.

Structural ConcreteVol. 26(6)
University of Tehran (IR), UNSW Sydney (AU)
Openalex Percentile: Top 5%
Recycled Aggregate Concrete Performance
5.03
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