The influence of chloride binding on the chloride induced corrosion risk in reinforced concrete

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Chloride transport in fly ash and glass powder modified concretes - Influence of test methods on microstructure (2010, background): “Moisture and ionic transport into concrete is a well studied topic because this dictates the service life of reinforced concrete structures [1–3].”
Non-destructive methods for measuring chloride ingress into concrete: State-of-the-art and future challenges (2014, background): “Nevertheless, bound chlorides could be released by small changes in the environment (pH, temperature, or carbonation) increasing corrosion initiation risks [68, 69, 70].”
A variable-order time-fractional derivative model for chloride ions sub-diffusion in concrete structures (2012, background): “Moreover, interactions between chloride ions in the pore solution and solid phase of cement matrix form the Friedel’s salt [32] and present a typical concentration dependency [33, 11, 10, 42] and are quite difficult to be described by the traditional models.”
Electrokinetic Potential of Hydrated Cement in Relation to Adsorption of Chlorides (2009, background): “Chloride binding in cement hydrates influences the chloride ingress and chloride threshold level which determines the time to initiate the chloride induced corrosion [3,4].”