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Considering the ubiquitous presence of calcite particles in the ash-containing layers studied, it is evident that high-calcium ash was commonly employed.
Different ternary mixtures containing wastes i.e., high calcium fly ash (HCFA), palm oil fuel ash (POFA) and rice husk ash (RHA) along with flue gas desulphurisation (FGD) gypsum used as a sulphate activator and grinding agent, were examined.
This study was conducted to explore a suitable method for activating a high calcium fly ash with an alkali sulphate rich fly ash.
This paper evaluates the viability of developing high strength geopolymer composite by using low calcium fly ash as a principal binder and its partial replacement with slag, hydrated lime and ultra-fine fly ash in the mortar mixtures.
Characteristic of high calcium fly ash is expected to vary more from source to source and time to time than low calcium fly ash [3].
The main conclusion is that low calcium fly ash is a better source for long term soft soil stabilisation with alkaline activation than high calcium fly ash.
Low calcium fly ash was collected locally from Chabbra Thermal Power Plant, Motipura Chowki.
The FA used was a non-standard and high calcium fly ash.
Special attention has been made to study the applicability of low calcium pond ash in geotechnical engineering filed.
The low calcium fly ash (LFA) and ground granulated blast furnace slag (GBFS) are used to develop AAB.
Consequently, the low calcium fly ash seems to be suited best for the production of building materials.
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