Blast furnace slag-based alkali-activated concrete with treated municipal solid waste incineration (MSWI) bottom ash as coarse aggregate: Mechanical properties, freeze-thaw resistance, and environmental impact

Municipal solid waste incineration (MSWI) bottom ash (BA) is widely available and has been increasingly explored for sustainable concrete production. While it is commonly used in Ordinary Portland Cement (OPC)-based concrete, its application in alkali-activated concrete (AAC) remains rare. This study developed a new AAC using MSWI BA as coarse aggregate to evaluate whether this represents a more sustainable application path compared to its use in conventional concrete. To address issues associated with metallic aluminum (Al) in MSWI BA, a NaOH-based pre-treatment was applied to reduce its content and minimize surface cracking and volume expansion in AAC. The incorporation of treated MSWI BA was found to increase the overall porosity of AAC. The interfacial transition zone (ITZ) surrounding MSWI BA exhibited characteristic microstructural features. While previous studies suggested that MSWI BA-induced porosity may enhance freeze-thaw resistance in OPC concrete, the opposite trend was observed in AAC. The increased pore volume, irregular pore shapes, and MSWI BA-related microcracking reduced freeze-thaw durability. Despite these challenges, the developed AAC retained mechanical performance within strength class C30/37 and achieved a substantially lower carbon footprint compared to OPC and CEM III/B concretes. Leaching assessments further confirmed that the developed AAC complied with environmental standards and did not release harmful contaminants. Overall, these findings demonstrate that MSWI BA is a promising coarse aggregate for AAC. • AAC incorporating MSWI BA coarse aggregates has satisfactory strength and a low carbon footprint. • Insights are provided on how MSWI BA affects concrete properties by altering ITZ and pore structure. • Leaching tests confirm environmental safety and support the large-scale use of MSWI BA in AAC.

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Publication Details

Journal
Journal of Building Engineering
Published
2025-12-19
DOI
https://doi.org/10.1016/j.jobe.2025.115015
Primary Topic
Concrete and Cement Materials Research
Type
article
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article

Blast furnace slag-based alkali-activated concrete with treated municipal solid waste incineration (MSWI) bottom ash as coarse aggregate: Mechanical properties, freeze-thaw resistance, and environmental impact

Indrajit Paul, Patrick Holthuizen, Burcu Aytekin, Luiz Miranda de Lima et al.
Journal of Building Engineering
Concrete and Cement Materials Research
article

Blast furnace slag-based alkali-activated concrete with treated municipal solid waste incineration (MSWI) bottom ash as coarse aggregate: Mechanical properties, freeze-thaw resistance, and environmental impact

Indrajit Paul, Patrick Holthuizen, Burcu Aytekin, Luiz Miranda de Lima, Guang Ye, Boyu Chen, Shan He, Yu Zeng
article en

Abstract

Municipal solid waste incineration (MSWI) bottom ash (BA) is widely available and has been increasingly explored for sustainable concrete production. While it is commonly used in Ordinary Portland Cement (OPC)-based concrete, its application in alkali-activated concrete (AAC) remains rare. This study developed a new AAC using MSWI BA as coarse aggregate to evaluate whether this represents a more sustainable application path compared to its use in conventional concrete. To address issues associated with metallic aluminum (Al) in MSWI BA, a NaOH-based pre-treatment was applied to reduce its content and minimize surface cracking and volume expansion in AAC. The incorporation of treated MSWI BA was found to increase the overall porosity of AAC. The interfacial transition zone (ITZ) surrounding MSWI BA exhibited characteristic microstructural features. While previous studies suggested that MSWI BA-induced porosity may enhance freeze-thaw resistance in OPC concrete, the opposite trend was observed in AAC. The increased pore volume, irregular pore shapes, and MSWI BA-related microcracking reduced freeze-thaw durability. Despite these challenges, the developed AAC retained mechanical performance within strength class C30/37 and achieved a substantially lower carbon footprint compared to OPC and CEM III/B concretes. Leaching assessments further confirmed that the developed AAC complied with environmental standards and did not release harmful contaminants. Overall, these findings demonstrate that MSWI BA is a promising coarse aggregate for AAC. • AAC incorporating MSWI BA coarse aggregates has satisfactory strength and a low carbon footprint. • Insights are provided on how MSWI BA affects concrete properties by altering ITZ and pore structure. • Leaching tests confirm environmental safety and support the large-scale use of MSWI BA in AAC.

Journal of Building EngineeringVol. 118
Ghent University (BE), Delft University of Technology (NL)
Openalex Percentile: Top 58%
Concrete and Cement Materials Research
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