Abstract

Geopolymer properties is notably influenced by the quality of fly ash used as the precursor material. Fly ash obtained from the same source may have varying physical and chemical characteristics. The characteristics are influenced by, among other, the method and temperature of burning, the degree of grinding and the quarry sources of the coal. In this study, high calcium fly ash from a single power plant was investigated, to analyze the effect of its variability on the characteristics of geopolymer mortar. Fly ash samples were collected at ten different sampling periods. Three mixture compositions, with different sodium silicate solution to sodium hydroxide ratios, were prepared to produce geopolymer mortars. From the results, it was found that there are broad variation of fly ash chemical properties, however only small variation on the fineness and LOI was discovered. The setting time and compressive strength of geopolymer are influenced by the fly ash particle size, pH value and chemical content. Higher level of calcium oxide content increases the compressive strength, while finer particle size could have effect on the later age increase of the compressive strength. Faster setting time is also correlated with the higher pH value of the fly ash, with the tendency of flash setting occurrence for geopolymer using fly ash of high pH level.

Highlights

  • Fly ash based geopolymer concrete has been researched extensively due to the availability of fly ash in many regions

  • Fly ash from Paiton power plant in East Java is considered as good quality fly ash with very low loss on ignition (LOI)

  • Fly ash samples have medium to high content of calcium oxide (CaO), ranges from 9.40% to 20.42%

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Summary

Introduction

Fly ash based geopolymer concrete has been researched extensively due to the availability of fly ash in many regions. The presence of unburned coal, shown by the loss on ignition (LOI), is a significant factor in classifying fly ash quality, as fly ash with higher LOI would absorb the alkaline activator in a higher rate, and reduce the geopolymer reaction [1,2]. Fly ash is classified into the low calcium and high calcium fly ash, to differentiate the hydration reaction and pozzolanic reaction with the calcium hydroxide. This classification is applicable in the fly ash-based geopolymer concrete technology. Higher strength is typically obtainable when using high calcium fly ash, the occurrence of rapid setting may hinder its application in large volume

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