Comparative study on the characteristics of fly ash and bottom ash geopolymers.

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Stabilisation of marginal lateritic soil using high calcium fly ash-based geopolymer (2016, background): “8 million tonnes of FA is used as a pozzolanic material in the concrete industry in Thailand (Chindaprasirt et al., 2009).”
Strength development in clay–fly ash geopolymer (2013, methodology): “The cylindrical specimens were then cured at 65 C for 48 h to complete the geopolymerization [10].”
Strength development and durability of alkali-activated fly ash mortar with calcium carbide residue as additive (2018, neutral): “Chindaprasirt et al. [58] explained that the lower strength of alkali-activated BA was mainly due to the BA particles which were much porous.”
Synthesis and characteristics of fly ash and bottom ash based geopolymers–A comparative study (2014, background): “Although bottom ash and fly ash have similar chemical compositions, bottom ash is found to be less reactive compared to fly ash thus having little or almost no use in the manufacturing of geopolymer [11].”