An Experimental Study on the Effect if Fiber Reinforced on CFRD Face Slab Concrere

CFRD 차수벽콘크리트에서의 섬유보강효과에 관한 실험적 연구

  • 최세진 (정회원, 충남대학교) ;
  • 임정열 (정회원, 한국수자원공사 수자원연구소 연구원) ;
  • 김완영 (정회원, 한국수자원공사 수자원연구소 선임연구소) ;
  • 김무한 (정회원, 충남대학교 건축공학과)
  • Published : 2000.04.01

Abstract

CFRD (Concrete Faced Rockfill Dam) face slab concrete has a much capability to occur crack due to drying shrinkage, hydration heat and bas compaction etc. Because of crack of concrete induce structural problem and decrease durability of concrete, it is need to reduce crack of concrete. This is an experimental study to analyze the effect of fiber reinforced on CFRD face slab concrete. for this purpose, it was investigated and analyzed the engineering properties of plain concrete and polypropylene fiber reinforced concrete (PFRC) according to test result ; the test include slump, air content, compressive strength, tensile strength, drying shrinkage and permeability etc. As the results, it was found permeability and drying shrinkage of PFRC less than that of plain concrete.

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