Chloride ion diffusivity of fly ash and silica fume concretes exposed to freeze–thaw cycles

This research focuses on investigating the durability of concretes containing fly ash and silica fume exposed to combined mode of deterioration

Chul-Woo Chung

2010

Key concepts

Scholarcy highlights

  • This research focuses on investigating the durability of concretes containing fly ash and silica fume exposed to combined mode of deterioration
  • Test results clearly showed that coefficient of chloride ion diffusivity for all concretes increased after F–T cycles
  • Fly ash concrete showed good resistance to chloride ion diffusivity before and after F–T cycles when low w/cm as well as a proper curing and air content were provided

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