Effect of cement composition on corrosion of reinforcing steel in concrete.

  • S. S. Al-Saadoun
  • , F. H. Dakhil
  • , A. S. Al-Gahtani
  • , C. L. Page
  • , K. W.J. Treadway
  • , P. B. Bamforth

Research output: Chapter in Book/Report/Conference proceedingChapterpeer-review

2 Scopus citations

Abstract

Results of accelerated corrosion monitoring and exposure site tests show that corrosion of reinforcement in concrete is significantly influenced by the C "SUB 3" A content of the cement. A 9.5% C "SUB 3" A Type I cement, on an average showed 1.73 times better corrosion resistance performance in terms of corrosion initiation time compared to a 2.8% C "SUB 3" A Type V cement. The consistent beneficial effect of the C "SUB 3" A content in cement is shown by the time to initiation of corrosion results on concrete specimens made with four C "SUB 3" A cements of 2, 9, 11 and 14%. The 9, 11 and 14% C "SUB 3" A cements performed respectively 1.75, 1.93 and 2.45 times better than the 2% C "SUB 3" A cement. (A)

Original languageEnglish
Title of host publicationUnknown Host Publication Title
PublisherLondon, U.K., Elsevier Applied Science
ISBN (Print)1851664874, 9781851664870
StatePublished - 1990

ASJC Scopus subject areas

  • General Engineering

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