An Experimental Study on the Improvement of Durability of Dam Concrete

댐콘크리트의 내구성 향상에 관한 실험적 연구

  • 윤영수 (고려대학교 토목공학과) ;
  • 원종필 (건국대학교 농공학과) ;
  • 송영철 (한국전력공사 전력연구원 책임연구원) ;
  • 우상균 (한국전력공사 전력연구원 일반연구원) ;
  • 송유신 (고려대학교 토목공학과 대학원)
  • Published : 1999.04.01

Abstract

Dam concrete should have sufficient durability in wet and dry repetition and abrasion due to water lever variance and also in freezing and thawing resistance as well as water penetration capacity. This study presents various experimental performance to enhance the durability of face slab concrete in concrete face rockfill dam by varying the fly ash substitution of 0%, 10%, 15% and 20% in cement quantity. The effect on durability corresponding to the increasing amount of fly-ash was evaluated and the optimum quantity of fly-ash subtitution was finally recommended. The results show that 15% fly-ash substituion was found out to be an optimum quantity and demonstrated an excellent performances in durability.

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