In this study, the resistance of chloride penetration and sulfate attack of mortar substituted heavyweight waste glass were evaluated. As a result, chloride penetration depth and diffusion coefficient decreased with the substitution of waste glass, chloride penetration resistance is increased. For sulfate attack resistance, the effect of heavyweight waste glass was little.

Abstract
 1. 서 론
 2. 실험계획 및 방법
 3. 실험결과 및 고찰
 4. 결 론

• 김산(강릉원주대학교, 토목공학과) | Kim San
• 김일순(강릉원주대학교, 토목공학과) | Kim Il sun
• 최소영(강릉원주대학교, 토목공학과) | Choi So Yeong
• 최효은(강릉원주대학교, 토목공학과) | Choi Hyo Eun
• 양은익(강릉원주대학교, 토목공학과) | Yang Eun Ik 교신저자