Technical Papers
May 16, 2024

Time-Dependent Properties and Model Analysis of Rheology for Fresh Sulphoaluminate Cement Paste Evaluated by Electrochemical Impedance Spectroscopy

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 8

Abstract

In this paper, the time-dependent properties of rheological parameters (τ0, η, A) and electrochemical parameters (Rb) are investigated by preparing sulphoaluminate cement pastes with different water-to-cement ratios (W/C) of 0.3, 0.4, and 0.5, respectively. A new rheological microstructure model is proposed by combining hydration kinetics with a newly introduced hydration stage, with electrochemical parameter Rb. Meanwhile, the time-dependent nature of rheological parameters was evaluated by electrochemical parameters. The experimental results show that the time-dependent properties and microstructural evolution are closely related to the water content of cement paste. Based on hydration kinetics, the reconstruction curve of hydration rate conforms to the Krstulović–Dabić model and the hydration mechanism belongs to NG-I-D (where NG, I, and D stand for nucleation and crystal growth, interactions at phase boundaries, and diffusion, respectively). The time-dependent property of electrochemical parameter Rb can be divided into four stages, which conform to the mathematical model of Rb=kt. However, the hydration mechanism that dominates those four stages is different. In addition, the rheological parameters (τ0, η, and A) have a good linearly time-dependent relationship with electrochemical parameter Rb. As an in-situ nondestructive method, the electrochemical analyzer is feasible to monitor and evaluate the time-dependent properties of cement rheology.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors gratefully acknowledge the financial support by the National Natural Science Foundation of China (No. 52279132), the Natural Science Foundation of Henan (No. 212300410043), and the European Regional Development Fund (No. 01.2.2-LMT-K-718-03-0010) under a grant agreement with the Research Council of Lithuania.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 8August 2024

History

Received: Jul 8, 2023
Accepted: Jan 11, 2024
Published online: May 16, 2024
Published in print: Aug 1, 2024
Discussion open until: Oct 16, 2024

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Postgraduate Student, Henan Key Laboratory of Materials on Deep-Earth Engineering, School of Materials Science and Engineering, Henan Polytechnic Univ., Jiaozuo, Henan, China. Email: [email protected]
Zhaocai Zhang [email protected]
Associate Professor, Henan Key Laboratory of Materials on Deep-Earth Engineering, School of Materials Science and Engineering, Henan Polytechnic Univ., Jiaozuo, Henan, China. Email: [email protected]
Professor, Faculty of Civil Engineering, Vilnius Gediminas Technical Univ., Vilnius, Lithuania; Dept. of Civil Engineering, Univ. of Hong Kong, Hong Kong, China. Email: [email protected]
Associate Professor, Henan Key Laboratory of Materials on Deep-Earth Engineering, School of Materials Science and Engineering, Henan Polytechnic Univ., Jiaozuo, Henan, China (corresponding author). ORCID: https://orcid.org/0000-0003-2204-0946. Email: [email protected]

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