서지정보

목차

ABSTRACT
1. 서론
1.1. 논문개요
2. 콘크리트 수축의 종류 및 특성
2.1. 콘크리트의 수축개요
2.2. 콘크리트 균열의 원인
2.3. 콘크리트 자기수축균열저감 제어 방법
3. 실험계획 및 방법
3.1. 실험계획
3.2. 배합설계
3.3. 자기수축 평가
4. 실험결과 및 고찰
4.1. 콘크리트 굳기 전 물성
4.2. 압축강도 및 휨강도 시험결과
4.3. 자기수축시험 결과
4.4. 내구성 시험결과
5. 결론
5.1. 내구특성 분석결과
5.2. 자기수축특성 분석결과
5.3. 종합결론
REFERENCES

영어 초록

PURPOSES : This purpose of this study is to analyze the effect to autogenous shrinkage of the top-layer material of a two-lift concrete pavement mixing both silica fume and polymer powder. METHODS: The bottom-layer of a two-lift concrete pavement was paved with original portland cement (OPC) with a 20~23 cm thickness. Additionally, the top-layer which is directly exposed to the environment and vehicles was paved with a high-performance concrete (HPC) with a 7~10 cm thickness. These types of pavements can achieve a long service life by reducing joint damage and increasing the abrasion and scaling resistance. In order to integrate the different bottom and top layer materials, autogenous shrinkage tests were performed in this study according to the mixing ratio of silica fume and polymer powder, which are the admixture of the top-layer material. RESULTS: Autogenous shrinkage decreased when polymer powder was used in the mix. Contrary to this, autogenous shrinkage tended to rise with increasing silica fume content. However, the effects were not significant when small amounts of polymer powder were used (3% and 11%). CONCLUSIONS : The durability and compressive strength increase when silica fume is used in the mix. The flexural strength considerably increases and autogenous shrinkage of concrete decreases when polymer powder is used in the mix. As seen from above, the proper use of these materials improves not only durability, but also autogenous shrinkage, leading to better shrinkage crack control in the concrete.

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