Technical Papers
Sep 28, 2023

Durability of Marine Concrete with Nanoparticles under the Joint Effect of Dry–Wet Cycles, Cl Erosion, and Carbonation

Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 12

Abstract

This study aimed to investigate the durability performance of marine concrete incorporated with nanoSiO2 and nanoAl2O3 under the joint effect of dry–wet cycles, Cl erosion, and carbonation. Free Cl content and carbonation depth were used as durability evaluation indexes of concrete with nanoparticles under the joint effect of the three factors. Scanning electron microscope (SEM), energy dispersive spectrometer (EDS), backscattered electrons (BSE), and X-ray diffraction (XRD) were used to analyze the morphology and phase composition of the concrete. The test results showed that the free Cl content and carbonation depth of the concrete were significantly reduced after incorporating nanomaterials, indicating that nanomaterials improved the resistance of the concrete to Cl erosion and carbonation under the joint effect of dry–wet cycles, Cl erosion, and carbonation. Compared with plain concrete at 56 cycles, both nanomaterials showed the most significant improvement at a dosage of 1.8%, with a 20% and 37.5% reduction in free Cl content and carbonation depth, respectively, for nanoSiO2 concrete, and 16.67% and 31.66% reduction, respectively, for nanoAl2O3 concrete. The improvement effect of nanoSiO2 was better than that of nanoAl2O3, and the free Cl content and carbonation depth of nanoSiO2 concrete were reduced by 3.33% and 5.84%, respectively, compared with those of nanoAl2O3 concrete at the optimal dosage. The microscopic test results showed that incorporating nanomaterials promoted the hydration process of cement and refined the pore structure of the concrete, improving the durability of the concrete under the joint effect of dry–wet cycles, Cl erosion, and carbonation.

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Data Availability Statement

All data that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors are grateful for support from the National Natural Science Foundation of China (No. 52078109).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 12December 2023

History

Received: Feb 8, 2023
Accepted: May 18, 2023
Published online: Sep 28, 2023
Published in print: Dec 1, 2023
Discussion open until: Feb 28, 2024

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Professor, School of Civil and Transportation Engineering, Univ. of Science and Technology Beijing, Beijing 100083, China (corresponding author). ORCID: https://orcid.org/0000-0002-6586-530X. Email: [email protected]
Ronghua Xu
Master’s Candidate, School of Civil and Transportation Engineering, Northeast Forestry Univ., Harbin, Heilongjiang 150040, China.
Zenong Tian
Master’s Candidate, School of Civil and Transportation Engineering, Northeast Forestry Univ., Harbin, Heilongjiang 150040, China.
Zhiyi Li
Master’s Candidate, School of Civil and Transportation Engineering, Northeast Forestry Univ., Harbin, Heilongjiang 150040, China.

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