Technical Papers
Sep 26, 2024

Effects of Polycarboxylate Ethers with Different Charge Densities on the Time-Dependent Rheological Property of Cement Slurry

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 12

Abstract

Effects of polycarboxylate ethers (PCEs) with different charge densities on the time-dependent rheological property (yield stress) were systematically investigated by correlating the charge density of PCE with its adsorption behavior, dispersion capability (including the dispersion rate and dispersion extent), and packing density, fluidity, and hydration kinetics of the cement slurry. Results show that with the increase of charge density, the adsorption rate of PCE increases, which is attributed to the increase of affinity between PCE and cement particles. Based on this, the dispersion rate of PCE is effectively enhanced by increasing its density charge, which results in a faster packing rate, consequently lowering the decrease of the time-dependent yield stress of cement slurry and increasing the fluidity loss over time. Noticeably, the stronger affinity raised from higher charge density leaves fewer PCEs in the solution of cement slurry, which is remarkable at high dosage, and thus leading to a faster fluidity loss or time-dependent yield stress increase. This will also lead to slower hydration kinetics with the same PCE content. These findings can provide guidance for the design of PCE structures in regulating the workability of concrete.

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Data Availability Statement

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

Acknowledgments

This work was supported by the National Natural Science Foundation of China (52178215 and 52102022) and the Natural Science Foundation of Jiangsu Province (BK20231088).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 12December 2024

History

Received: Dec 6, 2023
Accepted: Apr 15, 2024
Published online: Sep 26, 2024
Published in print: Dec 1, 2024
Discussion open until: Feb 26, 2025

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Ph.D. Candidate, Jiangsu Key Laboratory of Construction Materials, School of Material Science and Engineering, Southeast Univ., Nanjing, Jiangsu 211189, China; Senior Engineer, State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Sobute New Materials Co., Ltd., Nanjing, Jiangsu 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, Jiangsu 210008, China. Email: [email protected]
Postdoctoral, Jiangsu Key Laboratory of Construction Materials, School of Material Science and Engineering, Southeast Univ., Nanjing, Jiangsu 211189, China. Email: [email protected]
Qianping Ran [email protected]
Professor, Jiangsu Key Laboratory of Construction Materials, School of Material Science and Engineering, Southeast Univ., Nanjing, Jiangsu 211189, China (corresponding author). Email: [email protected]
Professor, State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Sobute New Materials Co., Ltd., Nanjing, Jiangsu 210008, China. Email: [email protected]
Ph.D. Candidate, Jiangsu Key Laboratory of Construction Materials, School of Material Science and Engineering, Southeast Univ., Nanjing, Jiangsu 211189, China; Senior Engineer, State Key Laboratory of High Performance Civil Engineering Materials, Jiangsu Sobute New Materials Co., Ltd., Nanjing, Jiangsu 210008, China. Email: [email protected]

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