Effect of Curing Temperature on Hydration of Calcium Aluminate Cement–Calcium Sulfate–Limestone SystemSource: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 009Author:Zhang Duo;Cai Xinhua;Hu Lingling
DOI: 10.1061/(ASCE)MT.1943-5533.0002444Publisher: 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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| contributor author | Zhang Duo;Cai Xinhua;Hu Lingling | |
| date accessioned | 2019-02-26T07:48:49Z | |
| date available | 2019-02-26T07:48:49Z | |
| date issued | 2018 | |
| identifier other | %28ASCE%29MT.1943-5533.0002444.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4249571 | |
| description 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. | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Curing Temperature on Hydration of Calcium Aluminate Cement–Calcium Sulfate–Limestone System | |
| type | Journal Paper | |
| journal volume | 30 | |
| journal issue | 9 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)MT.1943-5533.0002444 | |
| page | 6018011 | |
| tree | Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 009 | |
| contenttype | Fulltext |