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BULLETIN OF THE CHINESE CERAMIC SOCIETY ›› 2025, Vol. 44 ›› Issue (10): 3781-3790.DOI: 10.16552/j.cnki.issn1001-1625.2025.0447

• Solid Waste and Eco-Materials • Previous Articles     Next Articles

Effect of Strengthening Brick-Concrete Mixed Recycled Aggregate on Properties of Its Geopolymer Concrete

TIAN Aiping1, CHEN Shuye1, ZHANG Lin2, FAN Qiqi3, YANG Xuming2, ZHOU Yingtao4, LIU Heng5, FENG Xingguo5   

  1. 1. Shanghai Water Resources Construction Engineering Safety and Quality Supervision Center Station, Shanghai 200237, China;
    2. Sinohydro Bureau 14 Co., Ltd., Shanghai Branch, Shanghai 200040, China;
    3. Shanghai Hydrography Centre of Eastern Navigation Service Center, Maritime Safety Administration, Shanghai 200090, China;
    4. Shanghai Urban Construction Design and Research Institute (Group) Co., Ltd., Shanghai 200120, China;
    5. College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing 210024, China
  • Received:2025-04-29 Revised:2025-07-01 Online:2025-10-15 Published:2025-11-03

Abstract: Resource utilization of solid waste is a key pathway toward achieving green and low-carbon development. In response to the challenges of difficult separation and significant performance differences between brick-concrete mixed construction waste, this study employed slurry coating pretreatment to enhance the properties of brick-concrete mixed recycled aggregates. Geopolymer binders were prepared using fly ash and slag, and the mechanical properties of geopolymer recycled concrete with various mix proportions were investigated. The results indicate that when the content of recycled brick aggregate does not exceed 15% (mass fraction), its impact on concrete compressive strength is negligible, however, compressive strength decreases significantly when the proportion exceeds this threshold. Slurry coating pretreatment improves the compactness of the interfacial transition zone (ITZ), leading to a 10.45% increase in compressive strength compared with control group. Furthermore, increasing fly ash content and the modulus of the alkali activator negatively affects concrete (mass fraction) strength. Based on a comprehensive analysis, it is recommended to limit the recycled brick aggregate content to no more than 15%, apply cement paste-slag geopolymer slurry for pretreatment, use fly ash content below 20% (mass fraction), and set the alkali activator modulus around 0.8. The optimized mix is successfully applied in a hydraulic engineering field trial, where the 28 d compressive strength reaches 36.7 MPa, confirming the technical feasibility and environmental benefits of this approach.

Key words: geopolymer recycled concrete, recycled aggregate, construction waste, compressive strength, interfacial transition zone

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