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Article 2025 · 13 citations

Application of recycled aggregates and biomass ash in fibre-reinforced green roller compacted concrete pavement-technical and environmental assessment

Bayraktar, Oguzhan Yavuz, Turhal, Serkan, Benli, Ahmet, Shi, Jinyan, Kaplan, Goekhan

Abstract

For both financial and environmental reasons, it is becoming more and more common to investigate recycling waste building materials from construction and demolition (C&D) sites. For the construction of big structures like dams or wide horizontal surfaces like road foundations, roller compacted concrete (RCC) is a unique dry concrete comprised of aggregates, water, and a little amount of cement. A high-volume solid waste-based RCC was prepared in this study, and different contents of recycled aggregate, biomass ash (BA) and polypropylene fibre (PPF) were used. Meanwhile, the mechanical properties, durability, microstructure and environmental benefits of eco-friendly RCCs were evaluated. The results showed that the addition of CRA, FRA and BA resulted in a decrease in the mechanical properties of RCC. When the full volume of recycled aggregate was used, the 90-d compressive strength of RCC reinforced with 1% PPF could reach 41.53 MPa. Although the dry unit weight of RCC was decreased by the addition of recycled aggregate and BA, its sorptivity coefficient was also increased. Meanwhile, the full-volume solid waste-based RCC exhibited high resistance to chemical attack and freeze-thaw. In addition, proper recycling of recycled aggregates and BA can effectively reduce the cost and carbon footprint of RCC.

Keywords
Recycled concrete aggregate Biomass ash Roller compacted concrete Carbon footprint analysis Eco-friendly MECHANICAL-PROPERTIES FLY-ASH PERFORMANCE EVALUATION MICROSTRUCTURE FEASIBILITY DURABILITY STRENGTH COARSE
WoS Categories
Construction & Building Technology Engineering, Civil Materials Science, Characterization & Testing
Sustainable Development Goals
Citation
Journal
INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING
Year
2025
Volume
26
Issue
1
ISSN
1029-8436
eISSN
1477-268X
DOI
10.1080/10298436.2025.2458140
WoS UID
WOS:001413793900001
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