A Comparative Study on the Performance Evaluation of Concrete Slab for Bridge Deck Overlay

교면포장용 콘크리트 슬래브의 성능평가에 대한 비교 연구

  • 이지훈 (서울산업대학교 구조공학과) ;
  • 박준석 (서울산업대학교 구조공학과) ;
  • 김두환 (서울산업대학교 구조공학과)
  • Published : 2007.02.22

Abstract

The present study is an exploratory research concerned with evaluation of three types of high performance concrete for bridge deck applications. These include A-Type (silica fume 6%), B-Type (silica fume 6% plus fly ash 20%), C-Type (silica fume 6% plus blast-furnace slag 40%). Test results compare with Latex modified concrete (LMC) and Ordinary portland cement concrete (OPC). The results indicates that high performance concrete for bridge deck overlay shows the excellent mechanical and durability performance for LMC and OPC in case of static loading test. Analytical results are similar with experimental results. However there are relative errors of $1{\sim}4mm$ for deflection and maximum 12% for strain.

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