Effect of Different Lime-Anhydrite Ratios on the Hydration Process of Sulfoaluminate CementSource: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 010::page 04022242DOI: 10.1061/(ASCE)MT.1943-5533.0004397Publisher: ASCE
Abstract: In this paper, the influence of lime-anhydrite (L/A) ratio on the strength development, cement hydration, and setting time of calcium sulfoaluminate cement (CSA) is systemically investigated. Based on Raman spectroscopy and Thermogravimetric and differential thermal analysis (TG-DTA), the results showed that the hydration rate and the amounts and proportion of hydration products [monosulfate ettringe (AFm), ettringite (AFt), and AH3] were strongly influenced by L/A. When L/A was 1:3, the AFt formation was present by the fastest rate and accounted for the largest proportion of the whole hydration products, further resulting in the highest strength. When L/A≤1∶3, the process of cement hydration can be divided into induction, the formation of AFt and AFm, interconversion between AFm and AFt, and stabilization stage, respectively. However, when L/A>1∶3, there was no induction stage, and hydration process directly went into the accelerated period.
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contributor author | Jiru Wang | |
contributor author | Haibo Zhang | |
contributor author | Yanan Guo | |
contributor author | Yu Zhu | |
date accessioned | 2022-12-27T20:40:23Z | |
date available | 2022-12-27T20:40:23Z | |
date issued | 2022/10/01 | |
identifier other | (ASCE)MT.1943-5533.0004397.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4287775 | |
description abstract | In this paper, the influence of lime-anhydrite (L/A) ratio on the strength development, cement hydration, and setting time of calcium sulfoaluminate cement (CSA) is systemically investigated. Based on Raman spectroscopy and Thermogravimetric and differential thermal analysis (TG-DTA), the results showed that the hydration rate and the amounts and proportion of hydration products [monosulfate ettringe (AFm), ettringite (AFt), and AH3] were strongly influenced by L/A. When L/A was 1:3, the AFt formation was present by the fastest rate and accounted for the largest proportion of the whole hydration products, further resulting in the highest strength. When L/A≤1∶3, the process of cement hydration can be divided into induction, the formation of AFt and AFm, interconversion between AFm and AFt, and stabilization stage, respectively. However, when L/A>1∶3, there was no induction stage, and hydration process directly went into the accelerated period. | |
publisher | ASCE | |
title | Effect of Different Lime-Anhydrite Ratios on the Hydration Process of Sulfoaluminate Cement | |
type | Journal Article | |
journal volume | 34 | |
journal issue | 10 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/(ASCE)MT.1943-5533.0004397 | |
journal fristpage | 04022242 | |
journal lastpage | 04022242_11 | |
page | 11 | |
tree | Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 010 | |
contenttype | Fulltext |