An Experimental Study on Concrete with Che-Ju Aggregates

제주도 골재를 사용한 콘크리트의 실험적 연구

  • 최광일 (쌍용양회 중앙연구소 콘크리트연구실 실장) ;
  • 김진춘 (쌍용양회 중앙연구소 콘크리트연구실 선임) ;
  • 성용환 (쌍용양회 영업 본부 품질관리팀 팀장) ;
  • 김상용 (쌍용양회 영업본부 품질관리팀)
  • Published : 1995.04.01

Abstract

In this report, the physical and chemical properties of Che-ju aggregates were stedued, and the properties of concrete using 5 types combinations of Che-ju aggreagtes were compared with those of concrete using Dag-jeon area aggreagtes. As a result of the properties of Che-ju aggregates are very different with Dae-jeon area aggregates in many aspects. Especially, entrained air content of aggregate is over 1.5% so that the freezing & thawing resistance of concrete was caused in decrease. And the texture properties of Che-ju aggregates and a little content of the entrained air in mortar increase bonding stress between mortar and aggregate, as a result in improving the compressive strength of concrete. Meanwhile, the relationship between cement water ratio(C/W) and 28days compressive strength of concrete(F28) is derived from the stastical regression using experimental data as $F_{28} = -99 + 276 *($(C/W), so this eqation is useful for mix-design of concrete in Che-ju area.

Keywords