Experimental study on the effect of polycarboxylate-modified three-dimensional porous graphene on the microstructure and properties of ground granulated blast furnace slag-cement based materials

被引:0
作者
Ying, Jingwei [1 ,2 ,3 ]
Li, Chenyang [1 ,2 ]
Tian, Jiashuo [1 ,2 ]
Chen, Baixi [4 ]
Tian, Zhiqun [3 ]
Liang, Lizhe [5 ]
Liu, Yue [6 ]
Yan, Zhuge [6 ]
机构
[1] Guangxi Univ, Sch Civil Engn & Architecture, Nanning 530004, Peoples R China
[2] Guangxi Univ, Inst Sci & Technol Carbon Peak & Neutral, Nanning 530004, Peoples R China
[3] Guangxi Univ, State Key Lab Featured Met Mat & Life Cycle Safety, Nanning 530004, Peoples R China
[4] Univ Wisconsin Madison, Dept Mech Engn, 1513 Univ Ave, Madison, WI 53706 USA
[5] Guangxi Univ, Sch Mech Engn, Nanning 530004, Peoples R China
[6] Univ South Australia, UniSA STEM, Adelaide, SA 5095, Australia
基金
中国国家自然科学基金;
关键词
Modified three-dimensional porous graphene; Mechanical properties; Chloride ion diffusion; Microstructure; CHLORIDE BINDING; PORE STRUCTURE; MECHANICAL-PROPERTIES; HYDRATION KINETICS; OXIDE; PERFORMANCE; CONCRETE; ENERGY; PASTE; NANOINDENTATION;
D O I
10.1016/j.conbuildmat.2024.139492
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Ground granulated blast furnace slag (GGBS) is a well-established supplementary cementitious material known for improving the performance of cement-based materials, while reducing cement consumption and carbon dioxide emissions. However, it faces the issue of low early strength due to a delayed pozzolanic reaction. This paper aims to address this limitation by exploring the synergistic effects of a novel, polycarboxylate-modified threedimensional porous graphene (PCG) with GGBS to enhance the early strength of the cement-based materials. The methodology involved grafting carboxylic acid onto three-dimensional porous graphene (3DPG) using hydrochloric acid, which resulted in improved dispersibility of graphene in solutions. Macroscopic analysis revealed that PCG inclusion (from 0 to 0.1 wt%) increased the compressive strength and elastic modulus of the cementbased materials containing 20 wt% GGBS. Digital image correlation (DIC) showed that PCG slowed crack propagation and effectively minimized the number of cracks. Microscopically, nano-indentation tests indicated an increase in the packing density of hydration product calcium silicate hydrate (C-S-H) and an enhanced elastic modulus of C-S-H. Furthermore, the addition of PCG was found to increases the content of bound water and calcium hydroxide, confirming an accelerated rate of cement hydration. The results showed that the acceleration of cement hydration by PCG was most significant within the first 28 days, with diminishing effects thereafter. The increase in hydration products also enhanced the performance of GGBS volcanic ash activator and improved the capillary pores structure, significantly boosting the resistance of cement mortar to chloride ion diffusion.
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页数:19
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