Effect of Pore-Characteristics of Concrete on the Diffusion Coefficient of Chloride Using the Accelerating Test Methods

콘크리트 중의 공극 특성에 따른 전위차 염소이온 확산계수

  • 문한영 (한양대학교 공과대학 토목공학과) ;
  • 김홍삼 (한양대학교 산업과학연구소) ;
  • 최두선 (한양대학교 대학원 토목공학과) ;
  • 오세민 (한양대학교 대학원 토목공학과)
  • Published : 2003.05.01

Abstract

Factors causing deterioration of concrete structures under marine environment are various, especially penetration and diffusion of chloride ion, carbon dioxide, and water through pore effects on the durability of concrete as well as mechanical properties of concrete. Pore of porous materials like concrete can be classified as micro-, meso-, and macro-pore. And pore of cement matrix is classified as pore which occupied by water, air void, and ITZ between cement paste and aggregates. In this study, to verify the relationship between pore of cement matrix and the property of chloride ion diffusivity, the regression analysis is producted. From the result of regression analysis, the average pore diameter more than total pore volume effects on the diffusivity of chloride ion.

Keywords