본 연구에서는 감수율에 따른 압축강도와 물-시멘트비의 관계를 평가하였으며, 감수율 3수준(0%, 8% 및 16%) 및 물-시멘트비 3수준(40%, 45% 및 50%)에 따른 콘크리트 배합을 제조하였다. 또한, 신뢰성 확보를 위하여 콘크리트 배합은 3회 반복실험을 실시하였다. 실험결과, 감수율에 따른 압축강도는 약 20% 이상의 강도차이가 발생하였으며, 감수율이 압축강도에 물-시멘트비 이상의 영향을 미치는 것으로 나타났다. 따라서 감수율의 영향을 반영한 새로운 압축강도와 물-시멘트비 관계식을 도출하였으며, 80% 이상의 높은 상관성이 있는 것으로 나타났다.
In this study, the relationship between compressive strength and water-cement ratio according to water reducing ratio was evaluated, concrete mix was prepared according to 3 level of water reducing ratio (0%, 8% and 16%) and 3 level of water-cement ratio (40%, 45% and 50%). In addition, concrete mix was carried out repetition test of three times in order to secure the reliability. As a result, compressive strength according to water reducing ratio was shown that difference of strength was about 20% occurred, effect of compressive strength according to water reducing ratio was found more than the water-cement ratio. Therefore, reflected the effect of water reducing ratio, relationship equation between new compressive strength and water-cement ratio was proposed.
