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Modelling of chloride diffusivity in concrete considering effect of aggregates

  • Young Cheol Choi
  • , Byoungsun Park
  • , Gi Sung Pang
  • , Kwang Myong Lee
  • , Seongcheol Choi
  • Gachon University
  • Korea Conformity Laboratories
  • Sungkyunkwan University
  • Chung-Ang University

Research output: Contribution to journalArticlepeer-review

Abstract

In this study, a simple prediction model of chloride diffusivity in concrete is proposed. The model considers the interfacial transition zone and the aggregate shapes. An experiment was performed in which the non-steady-state diffusivity of concrete specimens with water-to-cement ratios of 0.4, 0.5, and 0.6 were measured at ages of 3, 7, 28, and 91 days. The diffusivity predicted using the model agreed well with the experimental results in this study. The proposed model is expected to be useful in realistically predicting the diffusivity of chloride in concrete.

Original languageEnglish
Pages (from-to)81-87
Number of pages7
JournalConstruction and Building Materials
Volume136
DOIs
StatePublished - 1 Apr 2017

Keywords

  • Aggregate shape
  • Chloride diffusivity
  • Interfacial transition zone (ITZ)
  • Prediction model

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