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    Effect of Curing Temperature on Hydration of Calcium Aluminate Cement–Calcium Sulfate–Limestone System

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 009
    Author:
    Zhang Duo;Cai Xinhua;Hu Lingling
    DOI: 10.1061/(ASCE)MT.1943-5533.0002444
    Publisher: American Society of Civil Engineers
    Abstract: The effect of curing temperature on hydration of a ternary blend of calcium aluminate cement (CAC), calcium sulfate (C$), and limestone (Cc) was examined. Compressive strength was evaluated at 1, 7, and 28 days. Hydration kinetics and products were assessed using calorimetry, thermogravimetric analysis, and X-ray powder diffraction. It was found that elevating the curing temperature from 5 to 5°C accelerated cement hydration. At 5 and 23°C, the incorporation of limestone caused a transformation of monosulfoaluminate into monocarboaluminate in the hydration product at 28 days. Higher curing temperatures (35–5°C), however, resulted in a collective increase in monosulfoaluminate, monocarboaluminate, and aluminum hydroxide, and led to a significant reduction in ettringite. Higher curing temperatures also led to an increase in aluminium hydroxide but did not form as much hydrogarnet (C3AH6) in the CAC-C$-Cc system as in the CAC-C$ system. This study provides a technical reference for practical design of materials based on the ternary binder system.
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      Effect of Curing Temperature on Hydration of Calcium Aluminate Cement–Calcium Sulfate–Limestone System

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4249571
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    contributor authorZhang Duo;Cai Xinhua;Hu Lingling
    date accessioned2019-02-26T07:48:49Z
    date available2019-02-26T07:48:49Z
    date issued2018
    identifier other%28ASCE%29MT.1943-5533.0002444.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249571
    description abstractThe effect of curing temperature on hydration of a ternary blend of calcium aluminate cement (CAC), calcium sulfate (C$), and limestone (Cc) was examined. Compressive strength was evaluated at 1, 7, and 28 days. Hydration kinetics and products were assessed using calorimetry, thermogravimetric analysis, and X-ray powder diffraction. It was found that elevating the curing temperature from 5 to 5°C accelerated cement hydration. At 5 and 23°C, the incorporation of limestone caused a transformation of monosulfoaluminate into monocarboaluminate in the hydration product at 28 days. Higher curing temperatures (35–5°C), however, resulted in a collective increase in monosulfoaluminate, monocarboaluminate, and aluminum hydroxide, and led to a significant reduction in ettringite. Higher curing temperatures also led to an increase in aluminium hydroxide but did not form as much hydrogarnet (C3AH6) in the CAC-C$-Cc system as in the CAC-C$ system. This study provides a technical reference for practical design of materials based on the ternary binder system.
    publisherAmerican Society of Civil Engineers
    titleEffect of Curing Temperature on Hydration of Calcium Aluminate Cement–Calcium Sulfate–Limestone System
    typeJournal Paper
    journal volume30
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002444
    page6018011
    treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 009
    contenttypeFulltext
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