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학술저널
저자정보
장봉진 (강원대학교 대학원 토목건설공학과) 김승원 (강원대학교 대학원 토목공학과) 송지현 (세종대학교 토목환경공학과) 박희문 (한국건설기술연구원 도로연구실) 주민관 (강원대학교 공학대학 토목공학과) 박철우 (강원대학교 공학대학 토목공학과)
저널정보
한국도로학회 한국도로학회논문집 한국도로학회논문집 제15권 제2호
발행연도
2013.1
수록면
95 - 103 (9page)

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PURPOSES : To investigate the fundamental characteristics of blast-furnace slag mortar that was hardened with activating chemicals to capture and sequester carbon dioxide. METHODS : Various mix proportions were considered to find an appropriate stregnth development in regards with various dosages of activating chemicals, calcium hydroxides and sodium silicates, and curing conditions, air-dried, wet and underwater conditions. Flow characteristics was investigated and setting time of the mortar was measured. At different ages of 3, 7 and 28days, strength development was investigated for all the mix variables. At each age, samples were analyzed with XRD. RESULTS : The measured flow values showed the mortar lost its flowability as the activating chemicals amount increased in the scale of mole concentration. The setting time of the mortar was relatively shorter than OPC mortar but the initial curing condition was important, such as temperature. The amount of activating chemicals was found not to be critical in the sense of setting time. The strength increased with the increased amount of chemicals. The XRD analysis results showed that portlandite peaks reduced and clacite increased as the age increased. This may mean the $Ca(OH)_2$ keeps absorbing $CO_2$ in the air during curing period. CONCLUSIONS : The carbon capturing and sequestering activated blast-furnace slag mortar showed successful strength gain to be used for road system materials and its carbon absorbing property was verified though XRD analysis.

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