An Experimental Study on the Control Property of PlasticShrinkage Crack for CFRD Face Slab Concrere

CFRD 차부벽콘크리트의 수성수축균열 제어특성에 관한 실험적 연구

  • 김완영 (정회원, 한국수자원공사 수자원연구소) ;
  • 최세진 (정회원, 충남대학교 대학원 ) ;
  • 원종필 (정회원, 건국대학교 농공학과)
  • 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 Control Property of Plastic Shrinkage Crack for CFRD face slab concrete. For this purpose, it was investigated and analyzed the engineering properties of plain concrete and using admixtures (polypropylene fiber, fly-ash) according to test result As the result, it was found that crack width and area of concrete using admixtures less than of plain concrete.

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