Rehydration and microstructure of cement paste after heating at temperatures up to 300 °C

By M. Farage, J. Sercombe, C. Gallé. 2003

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Autogenous healing of engineered cementitious composites at early age (2011, background): “These studies have resulted in identifying three general criteria critical to robust self-healing: the presence of specific chemical species [8–14], exposure to various environmental conditions [12,14–20], and small crack width [8,9,15,21–23].”
Evaluation of pore structures and cracking in cement paste exposed to elevated temperatures by X-ray computed tomography (2013, background): “It appears that this temperature range is the most favorable for the additional hydration of unhydrated cement grains because of the development of conditions suitable for autoclaving, and for a subsequent decrease in porosity as pores are replaced with new hydration products [43].”
Cementitious characteristics of hydrated cement paste subjected to various dehydration temperatures (2009, unknown): “When meeting water again, DCP take on the rehydration behavior, which has been reported by Sarshar and Farage [4,5].”