Technical Papers
Aug 17, 2020

Effect of Preconditioning on Carbonated Reactive MgO-Based Concrete Samples

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 11

Abstract

This study investigated the influence of preconditioning on the strength and microstructural development of carbonated reactive MgO cement (RMC)-based concrete mixes. The hydration mechanisms of the prepared formulations were studied via isothermal calorimetry. Compressive strength and porosity measurements were conducted to assess sample performance. X-ray diffraction (XRD), thermogravimetric analysis (TGA), and scanning electron microscopy (SEM) were used for the microstructural analysis and quantifications of phases within each sample. Subjecting RMC samples to moderately elevated temperatures (50°C–60°C) for 1–2 days before the start of the curing process enhanced the hydration process. This increase in the degree and rate of the hydration reaction increased the amount of phases available for the subsequent carbonation reaction. The increase in the content and size of hydromagnesite [4MgCO3·Mg(OH)2·4  H2O] crystals led to denser microstructures, thereby facilitating higher strengths in samples subjected to preconditioning. The obtained results showed that the application of this practical approach to the preparation of RMC-based samples can not only present a more efficient use of the binder component, but also enable the increased sequestration of CO2 within these samples.

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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 from the Singapore MOE Academic Research Fund Tier 1 (RG 95/16) for the completion of this research project.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 11November 2020

History

Received: Aug 7, 2019
Accepted: Apr 24, 2020
Published online: Aug 17, 2020
Published in print: Nov 1, 2020
Discussion open until: Jan 17, 2021

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Authors

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Liyun Pu, Ph.D. [email protected]
Research Assistant, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China; Graduate Student, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798. Email: [email protected]
School of Engineering, Univ. of Glasgow, Glasgow G12 8LT, UK (corresponding author). ORCID: https://orcid.org/0000-0001-5207-5993. Email: [email protected]

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