An Investigation of AAR Distress in the Plain Concrete Pavement

알칼리-골재 반응에 의한 무근콘크리트 포장의 파손 고찰

  • 홍승호 (한국도로공사 도로교통기술원 포장연구그룹) ;
  • 한승환 (한국도로공사 도로교통기술원 포장연구그룹) ;
  • 안성순 (한국도로공사 도로교통기술원) ;
  • 장태순 (한국도로공사 도로교통기술원 재료환경그룹)
  • Published : 2003.11.01

Abstract

The Alkali-Aggregate Reaction (AAR) may cause a serious failure in the concrete structures. Several researchers in some nations have performed the continuous studies to prevent failure of a concrete structures by the AAR distress as well as the studies to manifest the mechanism. The ASTM Standards to prevent failure by potential AAR aggregates were established in 1950. The KS F2545 and KS F 2546 were established to test the susceptibility of aggregate to potential AAR in 1982. But the researches on the AAR have not been performed affluently in Korea because the distress due to AAR has seldom been reported officially. In this study, the Chemical Method and Scanning Electron Microscopy (SEM) were used to verifying the cause of the pattern crack on the surface and internal crack in the plain concrete pavement. It can be concluded that the distress of a specific site in plain concrete pavement was mainly due to AAR, and the chemical method and SEM may be the effective tools for verifying the cause of AAR distresses.

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