Improving the mechanical properties of cold-bonded coarse aggregate concrete from municipal solid waste incineration bottom ash through compression casting technology

The preparation of cold-bonded coarse aggregates from municipal solid waste incineration bottom ash for concrete production can achieve the resource utilization of municipal solid waste incineration bottom ash and alleviate the shortage of natural aggregates. However, the poor performance of the concrete hinders its widespread application. To address this issue, a compression casting technique is proposed to improve the mechanical properties of the concrete. The effects of cold-bonded aggregate substitution rates (0-100%), casting methods (normal casting and compression casting), and compression parameters (pressure, time, and height) on the stress-strain behavior of concrete were examined. Results showed that increasing the cold-bonded aggregate substitution rate reduces the compressive strength and elastic modulus for both normal casting concrete and compression casting concrete. The maximum decreases in peak stress and elastic modulus of normal casting concrete were 28% and 45%, respectively. In comparison, the peak stress of compression casting concrete increased by more than 60%, and the elastic modulus improved by 90%, although its specific toughness decreased by 40%. Compression parameters had less effect on the mechanical properties of concrete. The optimal parameters are a pressure of 5 MPa, a time of 2 min, and a height of 300 mm. Furthermore, a novel stress-strain model is proposed that effectively predicts the stress-strain behavior of concrete across different cold-bonded aggregate substitution rates. Overall, this study offers a promising solution for enhancing the performance of cold-bonded aggregate concrete and lays the foundation for its practical application. • Cold-bonded coarse aggregates from incineration bottom ash were used to replace natural aggregate. • Compression casting technology improves the mechanical properties of cold-bonded aggregate concrete. • The influence of various compression parameters on the cold-bonded aggregate concrete was explored. • A new stress-strain model was proposed for compression casting concrete.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2025-08-25
DOI
https://doi.org/10.1016/j.cscm.2025.e05218
Citations
1
Primary Topic
Recycling and utilization of industrial and municipal waste in materials production
Type
article
Field-Weighted Citation Impact
1.01
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article

Improving the mechanical properties of cold-bonded coarse aggregate concrete from municipal solid waste incineration bottom ash through compression casting technology

Wentao Zheng, Guangming Xie, Jun Liu, Weizhuo Zhang et al.
1 citations
Case Studies in Construction Materials
Recycling and utilization of industrial and municipal waste in materials production
1.01
article

Improving the mechanical properties of cold-bonded coarse aggregate concrete from municipal solid waste incineration bottom ash through compression casting technology

Wentao Zheng, Guangming Xie, Jun Liu, Weizhuo Zhang, Lei Cheng
article en
1 citations

Abstract

The preparation of cold-bonded coarse aggregates from municipal solid waste incineration bottom ash for concrete production can achieve the resource utilization of municipal solid waste incineration bottom ash and alleviate the shortage of natural aggregates. However, the poor performance of the concrete hinders its widespread application. To address this issue, a compression casting technique is proposed to improve the mechanical properties of the concrete. The effects of cold-bonded aggregate substitution rates (0-100%), casting methods (normal casting and compression casting), and compression parameters (pressure, time, and height) on the stress-strain behavior of concrete were examined. Results showed that increasing the cold-bonded aggregate substitution rate reduces the compressive strength and elastic modulus for both normal casting concrete and compression casting concrete. The maximum decreases in peak stress and elastic modulus of normal casting concrete were 28% and 45%, respectively. In comparison, the peak stress of compression casting concrete increased by more than 60%, and the elastic modulus improved by 90%, although its specific toughness decreased by 40%. Compression parameters had less effect on the mechanical properties of concrete. The optimal parameters are a pressure of 5 MPa, a time of 2 min, and a height of 300 mm. Furthermore, a novel stress-strain model is proposed that effectively predicts the stress-strain behavior of concrete across different cold-bonded aggregate substitution rates. Overall, this study offers a promising solution for enhancing the performance of cold-bonded aggregate concrete and lays the foundation for its practical application. • Cold-bonded coarse aggregates from incineration bottom ash were used to replace natural aggregate. • Compression casting technology improves the mechanical properties of cold-bonded aggregate concrete. • The influence of various compression parameters on the cold-bonded aggregate concrete was explored. • A new stress-strain model was proposed for compression casting concrete.

Case Studies in Construction MaterialsVol. 23
Shenzhen University (CN), Guangzhou University (CN)
Openalex Percentile: Top 21%
Recycling and utilization of industrial and municipal waste in materials production
1.01
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