FA시멘트 및 CGS 치환율에 따른 콘크리트의 단열온도상승 특성

Characteristics of Adiabatic Temperature Rise for Concrete according to FA Cement and CGS Replacement Rate

In this study, adiabatic temperature rise of concrete depending on binder compositions and CGS contents is studied to provide informations for CGS low-heating aggregate and mixture designs for upper and lower placement lifts. Test nresults indicate that it is desirable to apply the combination of binders between top and bottom lift. For top lift, SESC or ESC is recommended, and for bottom lift, FAC+CGS 50 % is good for material composition.