Crack Analysis of CFRD Tunnel Concrete Using Fly Ash and Steel Fiber

Fly Ash 및 강섬유를 사용한 CFRD 터널 콘크리트의 균열발생 가능성 분석

  • 우상균 (한국전력공사 전력연구원) ;
  • 노재명 (한국전력공사 전력연구원) ;
  • 조명석 (한국전력공사 전력연구원) ;
  • 송영철 (한국전력공사 전력연구원)
  • Published : 2006.11.04

Abstract

The main purpose of this research was to enhance the durability in both the design and construction of dams. Especially, in case of rockfill dams, the durability of tunnel concrete in a concrete-faced rockfill dam(CFRD) is achieved by optimizing the fly ash replacement for cement and application of steel fiber. The effect on durability and thermal property corresponding to the increasing replacement of fly ash and application of steel fiber was evaluated, and the optimum value of fly ash replacement and steel fiber application was recommended. The results show that 15% of fly ash replacement and $20kg/m^3$ of steel fiber application was found to be an optimum level and demonstrated excellent performance in durability and thermal property.

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