In this research we carried out the compressive strength, modulus of rupture and scaling resistance tests in order to evaluate the durability of concrete pavement containing waste glass powder. As a results of this research, the concretes incorporating 20% waste glass powder had higher compressive strengths and modulus of ruptures than the concretes with 20% fly-ash. Also, they had a better scaling resistance than ordinary portland cement concretes and fly ash concretes.

• 안진영(고려대학교 건축사회환경공학과, 석박사통합과정) | Ahn, Jin Young
• 유일환(고려대학교 건축사회환경공학과, 박사과정) | You, Il Hwan
• 심운보(고려대학교 건축사회환경공학과, 학사과정) | Shim, Wun Bo
• 지광습(고려대학교 건축사회환경공학부 정교수, 공학박사) | Zi, Goang Seup 교신저자