Acknowledgement
이 논문은 2020년도 청주대학교 연구장학 지원에 의한 것임을 밝히며 이에 감사드립니다.
In this study, the temperature history and compressive strength of the concretes according to the type of cement were measured and analyzed in comparison as part of the experiment on the material mixing side to reduce the hydration heat crack of the mat foundation constructed with mass concrete. As a result, the peak temperature and maximum temperature reach time of concrete using high rapid cement were shown to be similar to that of semi rapid cement. In particular, in compressive strength after three days, semi rapid cement was measured higher than that of concrete using high rapid cement. Therefore, if semi rapid cement is used in accordance with the site conditions, it is deemed possible to shorten the air due to reduction of temperature cracks and improvement of initial strength.
이 논문은 2020년도 청주대학교 연구장학 지원에 의한 것임을 밝히며 이에 감사드립니다.