A study of the effect of chloride binding on service life predictions
By B. Martín‐Pérez, H. Zibara, R. Hooton, M. Thomas. 2000
397 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Pollution
View Paper: https://www.semanticscholar.org/paper/2cde7ca22ea6375eb1f90c6ac68c0274533e9782
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In Civil and Structural Engineering
In Pollution
Citations in the corpus
- Modeling of the Influence of Transverse Cracking on Chloride Penetration into Concrete (2013, background): “It is well recognized that binding has a considerable influence on the rate of chloride ingress into concrete and therefore subsequent service life predictions [16].”
- The Durability of Alkali-Activated Materials in Comparison with Ordinary Portland Cements and Concretes: A Review (2020, background): “[127] pointed out that the chloride-binding capacity of cementitious materials has an important effect on the chloride migration rate and steel corrosion in concrete.”
- Chloride-Induced Corrosion of Steel in Concrete: An Overview on Chloride Diffusion and Prediction of Corrosion Initiation Time (2017, background): “Martõ [7] proposed a modified Fick’s second law which considers the effect of chloride binding by making changes in the computation of chloride diffusion coefficient.”
- 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.”