Mechanical Properties and Mix Proportion of High-Strength Concrete over 60MPa for PSC Bridges

PSC 교량용 설계강도 60 MPa 이상 고강도 콘크리트의 실용화를 위한 배합 및 역학적 특성에 관한 연구

  • 이주하 (고려대학교 사회환경시스템공학과) ;
  • 정현석 (고려대학교 사회환경시스템공학과) ;
  • 정해문 (한국도로공사 도로교통기술원 재료환경연구그룹) ;
  • 안태송 (한국도로공사 도로교통기술원 재료환경연구그룹) ;
  • 윤영수 (고려대학교 사회환경시스템공학과)
  • Published : 2006.05.11

Abstract

Many researches have been carried out on development of high-strength concrete, but most researches have been focused on building structures such as a high-rise building. However today, the demand of high-strength concrete for civil structures like a PSC bridge is increasing steadily. In addition, the current design code based on experimental results of normal strength concrete needs to be modified for high-strength concrete structures. Therefore, it is necessary to perform a research on mechanical properties and mix proportion of high-strength concrete suitable for PSC bridges. The primary purpose of this study was to develop the high-strength concrete mixtures which can be applied to PSC bridges and to evaluate mechanical properties of high-strength concrete.

Keywords