Sulphate Resistance of Geopolymer Concrete Prepared from Blended Waste Fuel Ash
Publication: Journal of Materials in Civil Engineering
Volume 26, Issue 11
Abstract
The aim of this study is to investigate the performance of geopolymer concrete prepared using blended ash of pulverized fuel ash and palm oil fuel ash from agroindustrial waste along with alkaline activators when exposed to a 5% sodium sulphate solution for up to 18 months. Ordinary portland cement (OPC) concrete was also prepared as the control concrete. The main parameters studied were the evaluation of mass change, compressive strength, products of degradation, and microstructural changes. The deterioration was examined using X-ray diffraction (XRD), a Fourier transform infrared spectroscopy (FTIR), a thermogravimetry analyzer (TGA), and a field emission scanning electron microscope (FESEM). The results of geopolymer and OPC concretes were compared and discussed. The compressive strength of geopolymer concrete, when exposed to a 5% sodium sulphate solution for more than 1 year, was superior to that of OPC concrete. These materials could be used for making sulphate-resistant concretes, attributable to a more stable cross-linked aluminosilicate polymer structure formed in the geopolymer concrete.
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Acknowledgments
The authors are grateful to the Ministry of Higher Education, Malaysia (Mohe), and the Research Management Centre (RMC), Universiti Teknologi Malaysia (UTM), for financial support under Grant No. QJ130000.2522.03H35. The authors are also thankful to the staff of the Structures & Materials Laboratory, Faculty of Civil Engineering, for the facilities and support for this study.
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© 2014 American Society of Civil Engineers.
History
Received: Jun 23, 2013
Accepted: Jan 8, 2014
Published online: Jan 10, 2014
Published in print: Nov 1, 2014
Discussion open until: Nov 2, 2014
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