New insights into the surface coverage dependences of rheological properties of cement paste: Measurement and scaling analysis

IF 13.1 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Cement and Concrete Research Pub Date : 2025-02-01 DOI:10.1016/j.cemconres.2025.107816
Xiaohan Yu , Le Teng , Xin Shu , Xin Liu , Xiaoxian Wang , Jiang Zhu , Jiaping Liu
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Abstract

Recent findings indicate that the effect of superplasticizers on decreasing the yield stress of cementitious suspensions is attributed to the modification of percolation threshold in addition to interparticle force. These dual effects complicate the assessment of yield stress dependence on the superplasticizer type and dosage, as yield stress can no longer be expressed as a separable function of interparticle forces and the number of interacting particles. To address this challenge, our study proposed scaling laws that directly linked yield stress to the surface coverage of superplasticizer by incorporating the percolation threshold into the interparticle force function. The scaling relation between surface coverage and viscosity was moreover established. At low surface coverages, the combined contributions of interparticle force and percolation threshold to the yield stress were characterized using the square of polymer devoid contact frequency. Furthermore, the viscosity varied linearly with the square root of this frequency, scaling with the quarter power of yield stress. In the high surface coverage regime, the yield stress was linearly dependent on the polymer devoid contact frequency given the limited variation of interparticle force. The proposed scaling laws can account well for the rheological property dependences on superplasticizer adsorption over a wide range of cement suspensions, holding significant values for controlling the yield stress and viscosity of cement-based materials in industrial practice.
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水泥浆体流变性能表面覆盖依赖性的新见解:测量和结垢分析
最近的研究结果表明,高效减水剂降低胶凝悬浮液屈服应力的作用除了归因于颗粒间力外,还归因于渗透阈值的改变。由于屈服应力不再是粒子间力和相互作用粒子数的可分离函数,这些双重效应使屈服应力依赖于高效减水剂类型和用量的评估变得复杂。为了解决这一挑战,我们的研究通过将渗透阈值纳入粒子间力函数,提出了将屈服应力与高效减水剂表面覆盖率直接联系起来的标度定律。建立了表面覆盖度与黏度之间的标度关系。在低表面覆盖率下,用无接触频率的平方来表征颗粒间力和渗透阈值对屈服应力的共同贡献。此外,粘度与该频率的平方根呈线性变化,与屈服应力的四分之一幂成比例。在高表面覆盖率下,考虑到颗粒间力的有限变化,屈服应力与聚合物无接触频率呈线性关系。所提出的标度定律可以很好地解释高效减水剂在大范围水泥悬浮液中吸附的流变性能,在工业实践中对控制水泥基材料的屈服应力和粘度具有重要价值。
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来源期刊
Cement and Concrete Research
Cement and Concrete Research 工程技术-材料科学:综合
CiteScore
20.90
自引率
12.30%
发文量
318
审稿时长
53 days
期刊介绍: Cement and Concrete Research is dedicated to publishing top-notch research on the materials science and engineering of cement, cement composites, mortars, concrete, and related materials incorporating cement or other mineral binders. The journal prioritizes reporting significant findings in research on the properties and performance of cementitious materials. It also covers novel experimental techniques, the latest analytical and modeling methods, examination and diagnosis of actual cement and concrete structures, and the exploration of potential improvements in materials.
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