Investigating the thixotropy of fresh struvite cement-based composite: Insights on mechanisms of the pastes’ thixotropic behavior

IF 13.1 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Cement & concrete composites Pub Date : 2025-03-20 DOI:10.1016/j.cemconcomp.2025.106058
Ugochukwu Ewuzie , Abdulkareem O. Yusuf , Damilola Daramola , Monday U. Okoronkwo
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Abstract

Struvite (ST) recovered during wastewater treatment has been sparsely applied in cement-based composites. This study systematically evaluated the thixotropic behavior of cement-struvite (CST) pastes, a mix of 5–20 % ST by mass of cement, and proposed the interaction mechanisms leading to the pastes' thixotropy. The hysteresis loop area was used to establish the pastes' thixotropy and investigate its relationship with increased ST content, temperature, and yield stress. In the thixotropic behavior model used, the equilibrium shear stress was employed to examine the CST pastes' irreversible change; the characteristic time of deflocculation was used to study the flocs destruction process; and the incipient structure parameter and flocs structuration rate were used to evaluate the structure-rebuilding process quantitatively. The results revealed an enhanced CST pastes' initial structural parameter (early re-flocculation), above 1.8 times higher than the control. On the other hand, their long-term structuration rates (0.002–0.004 s−1) were lower than that of the control paste (0.006 s−1), depicting the retardation effect at the hydration products' growth stage and improved workability. The CST pastes' yield stress, plastic viscosity, and thixotropic loop area were 1.2–1.7, 1.8–8.1, and 1.1–3.6 times above the control, respectively. The results suggest the mechanism of CST pastes’ thixotropy arising from the filler effects and attractive interaction that results in early flocculation and subsequent growth of hydration products at the bridge between cement and struvite particles. The increased short-term thixotropy of CST pastes suggests enhanced buildability, essential for 3D concrete printing.
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研究新鲜鸟粪石水泥基复合材料的触变性:对膏体触变性行为机理的见解
污水处理过程中回收的鸟粪石在水泥基复合材料中应用较少。本研究系统地评价了水泥-鸟粪石(CST)膏体的触变性行为,并提出了导致膏体触变性的相互作用机制。利用滞回线面积确定膏体的触变性,并研究其与ST含量、温度和屈服应力的关系。在触变行为模型中,采用平衡剪应力来考察CST膏体的不可逆变化;利用脱絮凝特征时间研究絮凝体的破坏过程;用初始结构参数和絮凝体结构率对结构重建过程进行了定量评价。结果表明,CST膏体的初始结构参数(早期再絮凝)比对照提高了1.8倍以上。另一方面,它们的长期结构速率(0.002 ~ 0.004 s-1)低于对照膏体(0.006 s-1),说明它们在水化产物生长阶段起到了阻滞作用,改善了和易性。CST膏体的屈服应力、塑性粘度和触变环面积分别是对照的1.2 ~ 1.7倍、1.8 ~ 8.1倍和1.1 ~ 3.6倍。结果表明,CST膏体触变性的机理是由填料效应和吸引相互作用引起的,这种作用导致水泥与鸟粪石颗粒之间的桥梁发生早期絮凝和水化产物的生长。CST浆料的短期触变性增加,表明其可建造性增强,这对3D混凝土打印至关重要。
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来源期刊
Cement & concrete composites
Cement & concrete composites 工程技术-材料科学:复合
CiteScore
18.70
自引率
11.40%
发文量
459
审稿时长
65 days
期刊介绍: Cement & concrete composites focuses on advancements in cement-concrete composite technology and the production, use, and performance of cement-based construction materials. It covers a wide range of materials, including fiber-reinforced composites, polymer composites, ferrocement, and those incorporating special aggregates or waste materials. Major themes include microstructure, material properties, testing, durability, mechanics, modeling, design, fabrication, and practical applications. The journal welcomes papers on structural behavior, field studies, repair and maintenance, serviceability, and sustainability. It aims to enhance understanding, provide a platform for unconventional materials, promote low-cost energy-saving materials, and bridge the gap between materials science, engineering, and construction. Special issues on emerging topics are also published to encourage collaboration between materials scientists, engineers, designers, and fabricators.
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