The Experimental Study on the Durability of Concrete under Freezing & Thawing Action and Salt attack

염해와 동해를 받는 콘크리트의 내구성 평가실험

  • 이준구 (농업기반공사 농어촌연구원) ;
  • 박광수 (농업기반공사 농어촌연구원) ;
  • 조영권 (농업기반공사 농어촌연구원) ;
  • 김명원 (농업기반공사 농어촌연구원) ;
  • 김관호 (농업기반공사 농어촌연구원)
  • Published : 2005.05.01

Abstract

Salt attack and freezing & thawing test, one of the combined deterioration tests was performed to explore the mechanism of concrete structure deterioration under marine environment. Simple submerging test was proceeded to draw out its diffusion factor with salt water at the same time. Some of the mechanisms were driven with using three types of cements and four kinds of salt water concentrations. $\circ$ TBC was more durable than OPC or SRC for freezing and thawing action $\circ$ The higher chloride concentration of salt water was, the faster relative dynamic elastic modulus decreased and the higher the loss of weight was. $\circ$ The diffusion factor of TBC was smaller than those of TBC or SRC at simple submergence of concrete specimens into salt water.

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