Technical Papers
Aug 26, 2023

Effect of Synthesis Conditions on Particle Size Morphology, Structure, and Acceleration Performance of C-A-S-H Nanoparticles

Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 11

Abstract

In recent decades, C-S-H (calcium-silicate-hydrate) nanoparticles have been regarded as promising accelerators for early-age compressive strength enhancement of cementitious materials. In previous research, C-A-S-H (calcium-alumina-silicate-hydrate) nanoparticles were synthesized and exhibited superior acceleration performance than C-S-H nanoparticles. However, how the synthesis conditions affect the performance of C-A-S-H nanoparticles has not been comprehensively investigated, limiting the optimization of the performance of C-A-S-H nanoparticles. This study explores the effect of synthesis conditions (i.e., pH value, reactant droplet rates, and reaction time) of C-A-S-H nanoparticles to accelerate the hydration of portland cement. The results show that the obvious differences in acceleration performance among C-A-S-H nanoparticles are derived from varing pH values, reactant droplet rates, and reaction times, and the optimal synthesis condition is identified to provide guidance on the production of high-performance C-A-S-H nanoparticles.

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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

We are grateful to the China National Natural Science Foundation (51925205 and 52202023), Wuhan Science and Technology Bureau (2020020601012279), Chongqing Natural Science Foundation (CSTB2022NSCQ-MSX0656), and State Key Laboratory of Silicate Materials for Architectures (Wuhan University of Technology, SYSJJ2022-10) for the financial support for this work.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 11November 2023

History

Received: Sep 26, 2022
Accepted: Apr 4, 2023
Published online: Aug 26, 2023
Published in print: Nov 1, 2023
Discussion open until: Jan 26, 2024

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Lecturer, State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Luoshi Rd. 122#, Wuhan 430070, China; School of Infrastructure Engineering, Nanchang Univ., Qianhu Ave. 999#, Nanchang 330031, China. Email: [email protected]
Postdoc, State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Luoshi Rd. 122#, Wuhan 430070, China. Email: [email protected]
Hongwei Zhu [email protected]
Doctoral Candidate, State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Luoshi Rd. 122#, Wuhan 430070, China; International School of Materials Science and Engineering, Wuhan Univ. of Technology, Luoshi Rd. 122#, Wuhan 430070, China. Email: [email protected]
Chuanlin Hu [email protected]
Professor, State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Luoshi Rd. 122#, Wuhan 430070, China (corresponding author). Email: [email protected]
Fazhou Wang [email protected]
Professor, State Key Laboratory of Silicate Materials for Architectures, Wuhan Univ. of Technology, Luoshi Rd. 122#, Wuhan 430070, China. Email: [email protected]
Xingang Wang [email protected]
Professor, School of Infrastructure Engineering, Nanchang Univ., Qianhu Ave. 999#, Nanchang 330031, China. Email: [email protected]

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