Chloride in cement

Isabel Galan, Fredrik P. Glasser

Research output: Contribution to journalArticleResearchpeer-review

Abstract

Portland cement-steel composites frequently take up chloride from their service environment. The degradation processes and test methods are described through a critical review of the literature. Plain cement paste is not much affected by chloride except for increased solubilisation of cement solids, but chloride is detrimental to the passivation of embedded steel. Emphasis is placed on establishing the underlying physicochemical concepts and mechanisms of corrosion, and integrating these into a holistic picture. Simplistic calculations and test conditions probably do not reproduce well the complex reactions with cement components occurring at the steel-cement interface and the concept of a 'threshold' - defined in terms of a critical chloride content or chloride:hydroxide ratio - is just an approximation at best: other cement components are involved, as is the oxygen activity at the interface. Chloride binding can retard the migration of chloride in concrete and specimen calculations are presented showing that the main binding mechanism arises from the AFm, [Ca2(Al,Fe)(OH)6].X.nH2O, content of the paste. Suggestions are made to enhance the value of experimental approaches to corrosion.

Original languageEnglish
Pages (from-to)63-97
Number of pages35
JournalAdvances in Cement Research
Volume27
Issue number2
DOIs
Publication statusPublished - 1 Apr 2015
Externally publishedYes

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ASJC Scopus subject areas

  • Building and Construction
  • Materials Science(all)

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