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    Effect of Predrying Temperature on Carbonation of Alkali-Activated Slag Pastes

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 006::page 04022091
    Author:
    Nanqiao You
    ,
    Guorui Zhu
    ,
    Tongtong He
    ,
    Yamei Zhang
    DOI: 10.1061/(ASCE)MT.1943-5533.0004236
    Publisher: ASCE
    Abstract: According to standard testing methods, predrying of portland cement (PC) usually is required as a preconditioning step before the determination of carbonation. However, the hydration process, the hydration products, and the microstructure of alkali-activated slag (AAS) differ from those of PC, and little research has focused on the effects of conventional predrying methods (applying to PC) on the microstructure change and carbonation process of AAS. To study the effect of predrying temperature on the carbonation performance of alkali-activated slag, AAS pastes were prepared with the activator of sodium hydroxide (NaOH). The carbonation depth of AAS was characterized by phenolphthalein spraying, differential thermogravimetry (DTG), Fourier-transform infrared spectroscopy (FTIR), and X-ray computed tomography (CT) at predrying temperatures of 40°C and 60°C. The results showed that predrying temperature had a remarkable effect on the degree of drying in the matrix. The higher the drying temperature, the greater was the water loss rate due to the inward movement of the actual evaporation surface. Higher predrying temperature also resulted in changed hydration products, and more hydrotalcite was detected in the AAS specimens conditioned at a predrying temperature of 60°C. Compared with the lower predrying temperature of 40°C, the predrying temperature of 60°C led to a coarse microstructure and cracks in AAS, resulting in greater carbonation.
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      Effect of Predrying Temperature on Carbonation of Alkali-Activated Slag Pastes

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    contributor authorNanqiao You
    contributor authorGuorui Zhu
    contributor authorTongtong He
    contributor authorYamei Zhang
    date accessioned2022-05-07T20:12:10Z
    date available2022-05-07T20:12:10Z
    date issued2022-03-18
    identifier other(ASCE)MT.1943-5533.0004236.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282115
    description abstractAccording to standard testing methods, predrying of portland cement (PC) usually is required as a preconditioning step before the determination of carbonation. However, the hydration process, the hydration products, and the microstructure of alkali-activated slag (AAS) differ from those of PC, and little research has focused on the effects of conventional predrying methods (applying to PC) on the microstructure change and carbonation process of AAS. To study the effect of predrying temperature on the carbonation performance of alkali-activated slag, AAS pastes were prepared with the activator of sodium hydroxide (NaOH). The carbonation depth of AAS was characterized by phenolphthalein spraying, differential thermogravimetry (DTG), Fourier-transform infrared spectroscopy (FTIR), and X-ray computed tomography (CT) at predrying temperatures of 40°C and 60°C. The results showed that predrying temperature had a remarkable effect on the degree of drying in the matrix. The higher the drying temperature, the greater was the water loss rate due to the inward movement of the actual evaporation surface. Higher predrying temperature also resulted in changed hydration products, and more hydrotalcite was detected in the AAS specimens conditioned at a predrying temperature of 60°C. Compared with the lower predrying temperature of 40°C, the predrying temperature of 60°C led to a coarse microstructure and cracks in AAS, resulting in greater carbonation.
    publisherASCE
    titleEffect of Predrying Temperature on Carbonation of Alkali-Activated Slag Pastes
    typeJournal Paper
    journal volume34
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004236
    journal fristpage04022091
    journal lastpage04022091-8
    page8
    treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 006
    contenttypeFulltext
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