Amini Kasra, Soleimani Amiri Siavash, Ghasemi Ali, Mirvalad Sajjad, Habibnejad Korayem Asghar
School of Civil Engineering, Iran University of Science and Technology Tehran Iran
RSC Adv. 2021 May 24;11(30):18623-18636. doi: 10.1039/d1ra01504d. eCollection 2021 May 19.
Graphene oxide (GO) is a promising candidate for reinforcing cement composites due to its prominent mechanical properties and good dispersibility in water. However, the severe agglomeration of GO nanosheets in the Ca ion loaded environment of a freshly mixed cement composite is the main obstacle against the mentioned goal. Recent studies, based on the SEM images, have shown that the incorporation of pozzolans can ameliorate the GO agglomeration in cement matrix. Considering the fact that, for identifying the GO dispersion in cement matrix, SEM characterization is not preferred due to the hydrated cement matrix complexity and presence of small dosages of GO, this research has investigated the potential of Metakaolin (MK) as a highly reactive pozzolan against GO agglomeration in the non-hydrated environment of simulated cement pore solution (SCPS) for different MK/GO weight ratios. Additionally, the interaction between MK and GO in water is evaluated through different characterization methods. Visual investigation and UV-vis spectroscopy revealed that there should be a probable interaction between MK particles and GO nanosheets in water which was interpreted by Lewis acid-base interaction and further examined by FTIR spectroscopy. Moreover, the zeta potential measurements indicated that the increase in MK/GO weight ratio could lead to higher adsorption of GO on the surface of MK particles which was confirmed by the particle size analysis. Almost all of the conducted experiments on the MK-GO hybrid in simulated cement pore solution showed that different dosages of MK particles were incapable of preventing GO agglomeration; thus, despite the proposed mechanisms in previous studies, MK cannot effectively restrict the unfavorable effects of Ca ions on GO dispersion in SCPS and analogously in the hydrating cement matrix.
氧化石墨烯(GO)因其卓越的机械性能和在水中良好的分散性,是增强水泥复合材料的理想候选材料。然而,在新拌水泥复合材料的钙离子负载环境中,GO纳米片严重团聚是实现上述目标的主要障碍。基于扫描电子显微镜(SEM)图像的近期研究表明,掺入火山灰质材料可改善水泥基体中GO的团聚现象。鉴于对于识别水泥基体中GO的分散情况,由于水化水泥基体的复杂性和少量GO的存在,SEM表征并非首选方法,本研究针对不同的偏高岭土(MK)/GO重量比,研究了偏高岭土(MK)作为高活性火山灰质材料在模拟水泥孔隙溶液(SCPS)的非水化环境中对抗GO团聚的潜力。此外,通过不同的表征方法评估了MK与GO在水中的相互作用。目视观察和紫外可见光谱表明,MK颗粒与GO纳米片在水中可能存在相互作用,这可通过路易斯酸碱相互作用来解释,并通过傅里叶变换红外光谱(FTIR)进一步研究。此外,ζ电位测量表明,MK/GO重量比的增加会导致GO在MK颗粒表面的吸附增加,这通过粒度分析得到了证实。几乎所有在模拟水泥孔隙溶液中对MK-GO混合物进行的实验都表明,不同剂量的MK颗粒无法防止GO团聚;因此,尽管先前的研究提出了相关机制,但MK不能有效限制钙离子对SCPS中以及类似地在水化水泥基体中GO分散的不利影响。