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Freezing and Thawing Properties of High Strength Concrete Using Recycled Coarse Aggregate

재생굵은골재를 사용한 고강도 콘크리트의 동결융해 특성

  • 성찬용 (충남대학교 농업생명과학대학) ;
  • 임상혁 (충남대학교 대학원 농공학과)
  • Published : 2004.01.01

Abstract

This study was performed to evaluate the freezing and thawing properties of the high strength concrete using recycled coarse aggregate. The recycled coarse aggregate replaced natural crushed aggregate by 0%, 25%, 50%, 75% and 100%. The compressive strength of the concrete using recycled coarse aggregate showed more than 300 kgf/$cm^2$ at the curing age 28 days. The mass loss ratio by freezing and thawing was less than 1% at all mix type. The relative dynamic modulus of elasticity was decreased with increasing the freezing and thawing cycles. Also, the durability factor by the freezing and thawing was decreased with increasing the content of recycled coarse aggregate. But, the recycled concrete except 100% recycled coarse aggregate showed 60 or more durability factor in the freezing and thawing 300 cycles. Accordingly, these recycled coarse aggregate can be used for high strength concrete.

Keywords

References

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