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Reinforced impermeability of cementitious composites using graphene oxide-carbon nanotube hybrid under different water-to-cement ratios

机译:不同水灰比条件下氧化石墨烯-碳纳米管杂化材料增强水泥基复合材料的抗渗性能

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The prominent dispersibility of graphene oxide (GO) and superior mechanical properties of multi-walled carbon nanotubes (MWCNTs) make them potential materials for reinforcing cementitious composites. The aims of this study were to investigate the effectiveness and mechanisms of GO/MWCNT admixtures on the impermeability of cementitious composites. Comparative tests concerning the transport properties between plain cement pastes and GO/MWCNT-OPC pastes at different water-to-cement (W/C) ratios were conducted in this study. Mercury intrusion porosimetry (MIP) tests were carried out to characterize the pore structures of the cement pastes, and the fractal dimensions were utilized to exploit the relationship between the pore structures and permeability-related properties. Power's model, general effective media (GEM) theory, and scanning electron microscopy (SEM) images were used to illustrate the mechanism of pore structure enhancement. The results imply that mixing GO/MWCNTs into cementitious composites enhances the impermeability of hardened pastes, and the reinforcing efficiency rate in impermeability decreases linearly with the increment of W/C ratio. The fractal dimensions based on the MIP data characterized the pore structures and predicted the transport properties with considerable accuracy. Furthermore, the role of GO/MWCNTs as nucleating sites for hydration reaction and net-like distribution in the composites may explain the impermeability enhancement mechanism induced by the additional GO/MWCNTs. However, GO/MWCNTs tend to re-agglomerate due to the longer setting times at high W/C ratios and lead to a nonuniform distribution of hydration products, which is responsible for the incompetent reinforcing effects. (C) 2019 Elsevier Ltd. All rights reserved.
机译:氧化石墨烯(GO)的出色分散性和多壁碳纳米管(MWCNT)的优异机械性能使其成为增强水泥基复合材料的潜在材料。这项研究的目的是研究GO / MWCNT掺合料对水泥基复合材料抗渗性的有效性和机理。在这项研究中,进行了有关普通水泥浆和GO / MWCNT-OPC浆在不同水灰比(W / C)比之间的传输性能的对比测试。进行了水银压入孔隙率法(MIP)测试以表征水泥浆的孔隙结构,并利用分形维数来探讨孔隙结构与渗透性相关性质之间的关系。 Power模型,通用有效介质(GEM)理论和扫描电子显微镜(SEM)图像用于说明孔结构增强的机理。结果表明,将GO / MWCNTs掺入水泥基复合材料中可增强硬化浆料的抗渗性,且抗渗性的增强效率随W / C比的增加呈线性下降。基于MIP数据的分形维数表征了孔隙结构,并以相当高的精度预测了传输特性。此外,GO / MWCNTs作为复合材料中水合反应成核位点和网状分布的作用可能解释了额外的GO / MWCNTs引起的抗渗性增强机理。但是,由于在高W / C比下凝固时间更长,GO / MWCNT倾向于重新聚结,并导致水合产物分布不均匀,这是造成不称职的增强作用的原因。 (C)2019 Elsevier Ltd.保留所有权利。

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