High-Strength Geopolymer Using Fine High-Calcium Fly Ash

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An overview on the influence of various factors on the properties of geopolymer concrete derived from industrial by-products (2015, methodology): “Similar findings where the co-existence of geopolymer gel and C-S-H gel were also observed in high calcium FA based geopolymer system [12,13,48,49].”
Stabilisation of marginal lateritic soil using high calcium fly ash-based geopolymer (2016, unknown): “high compressive strength gain (Amnadnua, Tangchirapat, & Jaturapitakkul, 2013; Bagheri & Nazari, 2014; Chen & Chang, 2007; Chindaprasirt et al., 2011; Davidovits, 1994a; Komljenovic, Bascarevic, & Bradic, 2010; Lee & van Deventer, 2002; Nugteren, Butselaar-Orthlieb, Izquierdo, Witkamp, & Kreutzer, ”
Hardening evolution of geopolymers from setting to equilibrium: A review (2020, methodology): “To increase the surface area of a specific sample, two methods can be used: 1) sieving/separation of the solid material [56,57], and 2) grinding of the source [55,58–62].”
Enhancing the reactivity of aluminosilicate materials toward geopolymer synthesis (2018, methodology): “[115] Chindaprasirt P, Chareerat T, Hatanaka S, Cao T (2011) High-strength geopolymer using fine.”
Zeta potential, gel formation and compressive strength of low calcium fly ash geopolymers (2015, background): “This is in agreement with previous studies that have suggested that the quantity of fine amorphous particles influences the compressive strength obtained [20,26].”