Handbook of Thermal Analysis of Construction Materials

By F. Wilburn. 2003

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Transition and Decomposition Temperatures of Cement Phases – a Collection of Thermal Analysis Data (2016, unknown): “– C–S–H 50-600 d [1] ‒ ” ‒ 100-125 e [1] ‒ ” ‒ 111 [25] ‒ ” ‒ 115-125 [24] ‒ ” ‒ 130-140 [32] ‒ ” ‒ < 200 [10] Ca3Al2O6·3CaSO4·26H20 C3A·3CS̅·H32 50-800 d [1] ‒ ” ‒ 90-120 e, f [1] ‒ ” ‒ 125 [33] ‒ ” ‒ 125-132 [25] ‒ ” ‒ ~ 130 [22] ‒ ” ‒ 135-140 [24] Ca3Al2O6·CaSO4·12H2O C3A·CS̅·H12 75-800 d [1] ‒ ””
Analysis and optimization of the heat-insulating light concrete hollow brick walls design by the finite element method (2007, background): “The cavities are produced by reducing the cement paste and the fine mortar proportion to the quantity which is necessary to bind the aggregates together at their contact points [11].”
Strength and hydration properties of reactive MgO-activated ground granulated blastfurnace slag paste (2015, background): “The small shoulder at ~80-130 °C could be attributed to AFm, gehlenite hydrate [41,43] or Ht [44].”
Investigation of the carbonation mechanism of \{CH\} and C-S-H in terms of kinetics, microstructure changes and moisture properties (2014, background): “The escape of CO2 from CC resulting from carbonation can start just after CH decomposition peak (550600◦C) and is generally prolonged until 900-950◦C [63].”