In this study, chloride penetration of calcium leached concrete according to mineral admixture ratio were compared with OPC. From the results, it showed that chloride diffusion coefficient in calcium leached concrete were increased as calcium leaching period increase. However, the chloride diffusion coefficient of BFS case showed the better resistance than Fly Ash case. And, the distribution of chloride diffusion coefficient was significantly changed by calcium leaching period.

• 최소영(강릉원주대학교 토목공학과 박사과정) | Choi, So Yeong
• 최윤석(한국건설생활환경시혐연구원 융합기술본부 융합기술팀 연구원) | Choi, Yoon Suk
• 진상호(한국시설안전공단 시설안전본부 교량안전실 직원) | Jin, Sang Ho
• 김일순(한국시설안전공단 시설안전본부 교량안전실 직원) | Kim, Il Sun
• 양은익(강릉원주대학교 토목공학과 정교수) | Yang, Eun Ik 교신저자