An Experimental Study on the Engineering Properties of Concrete with Kind of Fine Aggregate and Addition Ratio of Water Reducing Agents

잔골재 종류 및 감소제 첨가율에 따른 콘크리트의 공학적 특성에 관한 실험적 연구

  • 신관수 (충남대학교 대학원 건축공학과) ;
  • 나철성 (충남대학교 대학원 건축공학과) ;
  • 백용락 (한국원자력 안전기술원) ;
  • 최세진 ((주)삼표 기술연구소) ;
  • 김규용 (충남대학교 건축공학과) ;
  • 김무한 (충남대학교 건축공학과)
  • Published : 2006.05.11

Abstract

Recently, trouble of sand supply is occurred according to exhaustion of natural sand resources. To solve this problem, sea sand and crushed sand are used. But, necessity of water reducing agent because quality of concrete that use sea sand and crushed sand is deteriorated. Therefore in this study was examined on the engineering properties of concrete with kind of fine aggregate and addition ratio of water reducing agents. As a result, compressive strength appeared similar standard regardless of kind of fine aggregate. Compressive strength, durability was similar in decrease of the unit water content by increase of addition ratio of the water reducing agent. Also, drying shrinkage resistivity was improved because the unit water content decreased.

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