Study of chloride binding and diffusion in GGBS concrete

By Rui Luo, Y. Cai, Changyi Wang, Xiao-nan Huang. 2003

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A variable-order time-fractional derivative model for chloride ions sub-diffusion in concrete structures (2012, background): “This chloride binding process is very complicated and influenced by various factors [16, 38, 21], which is generally simplified by the binding adsorption isotherms.”
Chloride transport in fly ash and glass powder modified concretes - Influence of test methods on microstructure (2010, background): “As can be seen from Table 1, fly ash contains a higher proportion of alumina, and a 20% replacement of cement, for example, increases the aluminate phase content in fly ash modified concretes, which can bind the chloride ions to form Friedel’s salt (3CaO Al2O3 CaCl2 10 H2O) [17–19].”