한국콘크리트학회:학술대회논문집 (Proceedings of the Korea Concrete Institute Conference)

한국콘크리트학회 (Korea Concrete Institute)
권호 표지

고성능 콘크리트 교면포장의 최적 두께 평가

Evaluation of Optimum Thickness of High Performance Concrete Bridge Deck Pavement

  • 박해균 (삼성물산(주)건설부문 토목사업본부 토목기술팀) ;
  • 김지원 ((주)토탈페이브시스템) ;
  • 전상은 (삼성물산(주)건설부문 토목사업본부, 토목기술팀) ;
  • 이명섭 (삼성물산(주)건설부문 토목사업본부, 토목기술팀) ;
  • 원종필 (건국대학교)
  • 발행 : 2006.05.11
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초록

The objective of this study is to evaluate the optimum thickness of High Performance Concrete bridge deck pavement. The application of High Performance Concrete bridge deck pavement with micro-silica was introduced to north America in the early 1980's. In order to decide the optimum thickness of High Performance Concrete bridge deck pavement, we conducted Finite Element Method analysis with Incheon Grand Bridge constructed by SAMSUNG E&C. From the FEM results, a thickness of five centimeters of High Performance Concrete bridge deck pavement with micro-silica is considered as a resonable value compared with the conventional asphalt bridge deck pavement.

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