Zeta potential, gel formation and compressive strength of low calcium fly ash geopolymers

被引:144
|
作者
Gunasekara, Chamila [1 ]
Law, David W. [1 ]
Setunge, Sujeeva [1 ]
Sanjayan, Jay G. [2 ]
机构
[1] RMIT Univ, Sch Civil Environm & Chem Engn, Melbourne, Vic 3000, Australia
[2] Swinburne Univ Technol, Fac Sci Engn & Technol, Ctr Sustainable Infrastruct, Hawthorn, Vic 3122, Australia
关键词
Geopolymer; Fly ash; Compressive strength; Fineness; Workability; Zeta potential; CEMENT; CONCRETE; WORKABILITY;
D O I
10.1016/j.conbuildmat.2015.07.175
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A major challenge in the specification of geopolymer mix designs is the variability in the fly ash used and the impact of that variability on the performance of the geopolymer produced. The factors affecting the performance of geopolymers made from a total of five chemically and physically distinct fly ashes are reported. The key factor identified as influencing the strength was the workability, with a flow in the range between 110 +/- 5% and 140 +/- 5% required for optimal performance. In this flow range, the strength of geopolymer is governed by the specific surface area of precursor fly ash coupled with the quantity of the 10 mu m and 20 mu m particles. In addition a negative zeta potential of the fly ash was identified as assisting gel formation with the smaller the negative zeta potential of the geopolymer product the more gel formation and high compressive strength observed. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:592 / 599
页数:8
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