From the test results, it was found that the compressive strength and the resistance of chloride ion penetration were evaluated the slag content of the concrete for bridge pavement. Compressive strength test results showed that initial strength was decreased as slag replacement ratio increased. The chlorine ion penetration performance increased with increasing strength.

• 박수현(충남대학교 토목공학과, 석사과정) | Park, Su Hyeon
• 권기성(충남대학교 토목공학과, 박사과정) | Kwon, Ki Seong
• 이선목(충남대학교 토목공학과, 박사과정) | Lee, Sun Mok
• 현정환(충남대학교 건설방재연구소, 박사후 연구원) | Hyun, Jung Hwan
• 김윤용(충남대학교 토목공학과, 교수) | Kim, Yun-Yong 교신저자