“…Therefore, this class of materials is very versatile and locally adaptable [ 7 , 8 , 9 ]. According to most researchers, the key to their reactivity is average particle size, thus the specific surface area (usually in the range 1.20–38 μm and 2.16–22 m 2 g −1 , respectively), and the strain in the bonding network is induced by thermal dihydroxylation [ 2 ]. Depending on the raw material components used, AAC can be divided into three main categories: - Cement with high calcium and silicon content [((Na, K) 2 O–CaO–Al 2 O 3 –SiO 2 –H 2 O system); the raw materials such as blast furnace slag or clay (SiO 2 + CaO > 70%) are alkali-activated, however, the high-pH condition is not required; the first product of the reactions is dominated by a calcium silicate hydrate (C–S–H) and a small percentage of calcium aluminosilicate hydrate (C–A–S–H) gel with a tobermorite-like (mostly Q 2 , and some Q 1 and Q 3 ) structure;
- Cement with low calcium, but higher aluminum and silicon content ((Na,K) 2 O–Al 2 O 3 –SiO 2 –H 2 O system), the raw materials such as metakaolin, granulated blast furnace slags, class F fly ash, are activated by sodium hydroxide (NaOH) or potassium hydroxide (KOH) at a higher pH than that required for the materials with high calcium content, the reactions tend to generate a sodium aluminosilicate hydrate phase (N–A–S–H) with a highly crosslinked (mainly Q 4 ) disordered pseudo-zeolitic structure;
- Hybrid cement formed as the result of the alkaline activation of materials with CaO, SiO 2 and Al 2 O 3 contents >20% ((Na,K) 2 O–CaO–Al 2 O 3 –SiO 2 –H 2 O]–[(Na,K) 2 O–Al 2 O 3 –SiO 2 –H 2 O), they include materials with a low Portland cement clinker content and over 70% of mineral additions (slag, FA) or blends containing no Portland cement (blast furnace slag, phosphorous slag, and FA); the reaction products are very complex and include C–A–S–H (containing sodium) and (N,C)–A–S–H (high calcium content N–A–S–H) gels [ 10 , 11 , 12 ].
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