Technical Papers
Jul 27, 2023

Effect of High Pressure on the Time-Dependent Rheological Properties of Cement Paste

Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 10

Abstract

To improve the understanding of underlying mechanism concerning the change in concrete properties after pumping, the effect of pressure (from atmospheric pressure to 15 MPa) on the time-dependent rheological properties of cement paste was investigated by a rotational rheometer with a high-pressure cell. It is suggested that effect of pressurization on yield stress was mainly related to cement hydration. Under high pressure, cement hydration was accelerated and more ettringite was formed, which resulted in a remarkably increased specific surface area of hydrated cement. Moreover, morphology of hydration products changed under high pressure, and longer rodlike precipitated gypsum was formed, which was disadvantage for improving packing density. The higher specific surface area of hydrated cement, longer rodlike precipitated gypsum, and more mixing water consumed by hydration reduced the average separation distance of particles and increased the relative solid volume fraction, thereby resulting in a significant increase in yield stress of cement pastes.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors would like to acknowledge the financial support received from the Natural Science Foundation of Jiangsu Province (Grant No. BK20201075) and the National Natural Science Foundation of China (Grant No. 52178215).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 10October 2023

History

Received: Oct 7, 2022
Accepted: Feb 28, 2023
Published online: Jul 27, 2023
Published in print: Oct 1, 2023
Discussion open until: Dec 27, 2023

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Qianqian Zhang [email protected]
Engineer, State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Sobute New Materials Co., Ltd., Nanjing 210008, China. Email: [email protected]
Professor, State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Sobute New Materials Co., Ltd., Nanjing 210008, China (corresponding author). Email: [email protected]
Professor, State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Sobute New Materials Co., Ltd., Nanjing 210008, China; Professor, School of Materials Science and Engineering, Southeast Univ., Nanjing 211189, China. Email: [email protected]
Yonglin Mao [email protected]
Professor, State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Sobute New Materials Co., Ltd., Nanjing 210008, China. Email: [email protected]
Xiumei Wang [email protected]
Engineer, State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Sobute New Materials Co., Ltd., Nanjing 210008, China. Email: [email protected]
Qianping Ran [email protected]
State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Sobute New Materials Co., Ltd., Nanjing 210008, China; Professor, School of Materials Science and Engineering, Southeast Univ., Nanjing 211189, China. Email: [email protected]

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