Ling Li, Yang Jindong, Yao Wanqiong, Xing Feng, Sun Hongfang, Li Yali
Key Laboratory of Coastal Urban Resilient Infrastructures, Ministry of Education, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, College of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China.
Centre for Smart Infrastructure and Digital Construction, School of Engineering, Swinburne University of Technology, Hawthorn, VIC 3122, Australia.
Nanomaterials (Basel). 2024 May 13;14(10):850. doi: 10.3390/nano14100850.
Rapid urbanization in many cities has produced massive amounts of problematic excavation soil. The direct disposal of untreated excavation soil often leads to significant land use and severe environmental concerns. A sustainable solution is to transform the soil waste into high-quality nano-calcined excavation soil (NCES) for application as a substitute for cement in construction. However, research in this area is very limited. This study presents a systematic investigation of the nano-sized calcined soil materials from preparation to application in cementitious material. The influence of milling parameters, including the rotational speed, milling duration, ball diameter, and milling strategy, was investigated to produce NCES with various specific surface areas. The effect of NCES substitution (15 wt% of Portland cement) in cementitious materials was then examined for mechanical performance, hydration dynamics, hydration products, and microstructure. A cement mix with very fine NCES (specific surface area of 108.76 m/g) showed a 29.7% enhancement in mechanical strength and refined pore structure while a cement mix with un-grounded calcined soil showed a mechanical loss in comparison to the Control specimen. Delayed and reduced heat release at an early age was observed in a cement paste mixed with NCES. The underlying mechanism was investigated. The results of this work will contribute to the high-quality application of excavation soil waste.
许多城市的快速城市化产生了大量有问题的开挖土。未经处理的开挖土直接处置往往会导致大量土地利用问题和严重的环境问题。一个可持续的解决方案是将土壤废料转化为高质量的纳米煅烧开挖土(NCES),用作建筑中水泥的替代品。然而,这一领域的研究非常有限。本研究对纳米煅烧土材料从制备到在胶凝材料中的应用进行了系统研究。研究了包括转速、研磨时间、球径和研磨策略在内的研磨参数对制备具有不同比表面积的NCES的影响。然后研究了NCES替代(占波特兰水泥的15 wt%)对胶凝材料力学性能、水化动力学、水化产物和微观结构的影响。与对照试件相比,含有极细NCES(比表面积为108.76 m²/g)的水泥混合料的机械强度提高了29.7%,孔隙结构得到细化,而含有未研磨煅烧土的水泥混合料则出现了机械性能损失。在与NCES混合的水泥浆体中观察到早期热量释放延迟和减少,并对其潜在机制进行了研究。这项工作的结果将有助于开挖土废料的高质量应用。