Advances in understanding cement hydration mechanisms
By Karen L. Scrivener, A. Ouzia, P. Juilland, A. Mohamed. Cement and Concrete Research, 2019
713 citations recorded by the source corpus.
Abstract Progress in understanding hydration mechanisms of alite and Portland cement is reviewed. Up to the end of the induction period, dissolution rates determined by the undersaturation of the solution dominate the reaction, but, better understanding is needed about the alite solution interface. The main heat evolution peak hydration is dominated by the growth of outer C-S-H with a spiky or “needle” like morphology. Growth is rapid over several hours (acceleration period) and then slows (deceleration period). At later ages the consumption of water and lack of water filled pores above about 10 nm, along with the consumption of anhydrous material are major factors leading to the continual reduction in the rate of reaction. There is no evidence that diffusion becomes the rate controlling mechanism even at this stage. The microstructure of cement differs significantly from that of alite, largely due to the influence of alumina on C-S-H growth and distribution.
Subfields: Civil and Structural Engineering, Earth-Surface Processes
View Paper: https://www.semanticscholar.org/paper/1c15252d7b1420c9511838b51f4d296b609b23dd
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In Civil and Structural Engineering
In Earth-Surface Processes
Citations in the corpus
- Effects of sulfates on the hydration of Portland cement – A review (2021, background): “Also, the higher the SCM surface area, the higher the enhancement in C3S hydration and C-S-H formation [9,79].”