Impact of Lime Saturation Factor on Alite-Ye’Elimite Cement Synthesis and Hydration

Author:

Li Xiaodong12ORCID,Ma Bing1,Ji Wenqian3,Dou Shang2,Zhou Hao1ORCID,Zhang Houhu1,Wang Jiaqing4ORCID,Hu Yueyang5,Shen Xiaodong2

Affiliation:

1. Nanjing Institute of Environmental Sciences, Ministry of Ecology and Environment of the People’s Republic of China, Nanjing 210042, China

2. College of Materials Science and Engineering, Nanjing Tech University, Nanjing 211816, China

3. College of Chemical Engineering, Nanjing Tech University, Nanjing 211816, China

4. College of Civil Engineering, Nanjing Forestry University, Nanjing 210037, China

5. College of Materials Science and Engineering, Yancheng Institute of Technology, Yancheng 224051, China

Abstract

Alite(C3S)-Ye’elimite(C4A3$) cement is a high cementitious material that incorporates a precise proportion of ye’elimite into the ordinary Portland cement. The synthesis and hydration behavior of Alite-Ye’elimite clinker with different lime saturation factors were investigated. The clinkers were synthesized using a secondary thermal treatment process, and their compositions were characterized. The hydrated pastes were analyzed for their hydration products, pore structure, mechanical strength, and microstructure. The clinkers and hydration products were characterized using XRD, TG-DSC, SEM, and MIP analysis. The results showed that the Alite-Ye’elimite cement clinker with a lime saturation factor (KH) of 0.93, prepared through secondary heat treatment, contained 64.88% C3S and 2.06% C4A3$. At this composition, the Alite-Ye’elimite cement clinker demonstrated the highest 28-day strength. The addition of SO3 to the clinkers decreased the content of tricalcium aluminate (C3A) and the ratio of Alite/Belite (C3S/C2S), resulting in a preference for belite formation. The pore structure of the hydrated pastes was also investigated, revealing a distribution of pore sizes ranging from 0.01 to 10 μm, with two peaks on each differential distribution curve corresponding to micron and sub-micron pores. The pore volume decreased from 0.22 ± 0.03 to 0.15 ± 0.18 cm3 g−1, and the main peak of pore distribution shifted towards smaller sizes with increasing hydration time.

Funder

Priority Academic Program Development of Jiangsu Higher Education Institutions

Nanjing Institute of Environmental Sciences, Ministry of Ecology and Environment

China Scholarship Council

Jiangsu National Synergetic Innovation Centre for Advanced Materials

Publisher

MDPI AG

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