Long-term performance of cement paste during combined calcium leaching–sulfate attack: kinetics and size effect

By D. Planel, J. Sercombe, P. Bescop, F. Adenot, J. Torrenti. 2006

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Sulfate ingress in Portland cement (2010, background): “3 and [1–3,36]).”
Numerical simulation of cementitious materials degradation under external sulfate attack (2010, background): “Expansion of the specimen was assumed to occur due to ettringite formation only; gypsum formation, which is also seen to be expansive [23,29], was not taken into account.”
Current knowledge of external sulfate attack (2015, methodology): “Effect of the pH To simulate field conditions better, some experimental set-ups allow for pH control (Cao et al., 1997; Chabrelie, 2010; ElHachem et al., 2012b; Planel et al., 2006; Roziere and Loukili, 2011; Wang, 1994) Cao et al.”
Physical and microstructural aspects of sulfate attack on ordinary and limestone blended Portland cements (2009, background): “the amount of secondary ettringite formed as different physical and chemical effects often overlap [4,5].”
Chemo-mechanical modelling of the external sulfate attack in concrete (2017, background): “Although there is not unanimous agreement on the mechanisms that cause the expansion of the material [3], many authors agree on attributing it to the formation of secondary ettringite ([4], [5], [6], [7], [8]).”
A thermodynamic and experimental study of the conditions of thaumasite formation (2008, background): “[38] who observed in mortar samples the formation of distinct layers”