Mokhtar Gehad, El Basha Mohammad M, Younis Shimaa
Civil Engineering Department, Future High Institute of Engineering in Fayoum, Cairo, Egypt.
Structural Department, Faculty of Engineering, Ain Shams University, Cairo, Egypt.
Sci Rep. 2025 Sep 12;15(1):32465. doi: 10.1038/s41598-025-18371-6.
The construction industry increasingly adopts sustainable materials and strategies to mitigate its environmental impact. This study evaluates geopolymer concrete incorporating recycled aggregates (GOCRA) as an eco-friendly alternative to conventional cement-based materials. A cement-free geopolymer binder composed of aluminosilicate-rich waste materials and alkaline activators (Na₂SiO₃/NaOH) was used to prepare mixtures containing natural coarse aggregate (basalt) and recycled coarse aggregates (RCA), including crushed concrete (CC) and crushed ceramic (CE). Specimens were cured at 40 °C, 60 °C, and 80 °C for 60 h to assess the influence of curing temperature on compressive strength development. The results showed that geopolymer concrete incorporating recycled aggregates exhibited comparable mechanical performance to control mixes with natural aggregates. The highest compressive strength was recorded when curing at 60 °C for 60 h, reaching 41.5 MPa in the reference mix and approximately 37-38 MPa in mixes containing crushed concrete and crushed ceramic. These results confirm that recycled aggregates can produce sustainable geopolymer concrete with good strength. Scanning electron microscopy revealed a dense microstructure with strong interfacial bonding. These findings highlight the potential of geopolymer concrete with recycled aggregates to achieve both environmental benefits and satisfactory mechanical properties. A novel approach is presented for estimating the porosity of crushed aggregate mixtures using ImageJ software, providing a simple and cost-effective alternative to traditional laboratory methods.
建筑行业越来越多地采用可持续材料和策略来减轻其对环境的影响。本研究评估了掺入再生骨料的地质聚合物混凝土(GOCRA),作为传统水泥基材料的一种环保替代品。一种由富含铝硅酸盐的废料和碱性活化剂(硅酸钠/氢氧化钠)组成的无水泥地质聚合物粘结剂被用于制备包含天然粗骨料(玄武岩)和再生粗骨料(RCA)的混合物,其中再生粗骨料包括碎混凝土(CC)和碎陶瓷(CE)。将试件在40℃、60℃和80℃下养护60小时,以评估养护温度对抗压强度发展的影响。结果表明,掺入再生骨料的地质聚合物混凝土表现出与含天然骨料的对照混合料相当的力学性能。在60℃下养护60小时时抗压强度最高,参考混合料达到41.5MPa,含碎混凝土和碎陶瓷的混合料约为37 - 38MPa。这些结果证实,再生骨料可以生产出具有良好强度的可持续地质聚合物混凝土。扫描电子显微镜显示出具有强界面粘结的致密微观结构。这些发现突出了含再生骨料的地质聚合物混凝土实现环境效益和令人满意的力学性能的潜力。提出了一种使用ImageJ软件估算碎骨料混合物孔隙率的新方法,为传统实验室方法提供了一种简单且经济高效的替代方案。