This study was carried out to evaluate effects of curing method and age on compressive behavior of steel fiber reinforced Alkali-Activated Slag(AAS) concrete. AAS and Steel Fiber Reinforced Concrete (SFRC) material with specific compressive strength of 30MPa was reinforced with 0% to 1% steel fibers at the volume fraction. Two types of curing methods were used: water curing and exposed curing. Curing time is 3, 7, 28 day. Experimental results indicated that compressive strength, elastic modulus, compression index.

• 윤연준(충남대학교, 건축공학과, 석사과정) | Yun, Yeon Jun
• 임원균(충남대학교, 건축공학과, 석사과정) | Lim, Won Gyun
• 윤현도(충남대학교, 건축공학과, 교수) | Yun, Hyun Do 교신저자