Study on the Long age Strength Properties of Antiwashout Underwater Concrete

수중불분리성 콘크리트의 장기강도 특성에 관한 연구

  • 박세인 (정회원, 부경대 토목공학과) ;
  • 이동화 (정회원, 부경대 토목공학과) ;
  • 김종수 (정회원, 부경대 토목공학과) ;
  • 김명수 (정회원, 부경대 토목공학과)
  • Published : 2000.04.01

Abstract

The objective of this study is to find the long-age strength property and the compressive strength of age which is used as the specified concrete strength. The W/W ratio (45%, 50%, 55%, 60%) fine aggregate of useful river sand or blended sand(river sane : sea sand=1:1) were chosen as the experimental parameters. the experimental results show that pH(it means the material segregation resistance) & suspension were increased larger, so W/C become larger, and slump flow was increased as W/C increased (except W/C=60%), air-contents were decreased as W/C became increase and all of this results are satisfied with the under of 40%. The compressive strength ( a case use only river sand as fine aggregate) is showed less than the case of blended asnd. Because the unit weight of the blended sand is more heavy than the unit weigh of the river sand. The results of the case which haven been used only river sand, and the case have been used blended sand), both case have considered W/C. So it's possible to use the compressive strength of age 28 day like the case of plain concrete.

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