Technical Papers
Sep 25, 2024

Investigation of the Penetration of Water and Chloride into Unsaturated Concrete: An Experimental and Molecular Dynamics Study

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

Abstract

Unsaturated transport of water and chloride into concrete was investigated using capillary absorption tests and molecular dynamics (MD) modeling. Results showed that a linear relation between capillary absorption rate and saturation degree (SD) of concrete was significantly influenced by water to cement ratio (W/C) due to different pore-size distributions. Chloride penetration depth was reduced at high SD and low W/C. The relationship model of chloride diffusion coefficient with W/C and SD is proposed. MD modeling was conducted to simulate water molecules and ion transport in the nanopores of calcium silicate hydrate gel. The MD study indicated that the rapid capillary absorption of water and ions in the dry state followed the Lucas–Washburn equation, and the slow diffusion of solution species in the saturated state matched well with Fick’s second law. MD also attributed the slow transport rate of water and ions in cementitious materials with fine microstructures to the pronounced filter effect of nanometer confinement and the longer resident time on a hydrate’s surface as a result of the electrostatic trapping of surface silicate and calcium atoms.

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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 financial support from National Natural Science Foundation of China (No. 52278263), the Mount Taishan Scholar Programme of Shandong Province (No. tsqn202306231), and Tmduracon 2022006.

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

History

Received: Feb 23, 2023
Accepted: May 2, 2024
Published online: Sep 25, 2024
Published in print: Dec 1, 2024
Discussion open until: Feb 25, 2025

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Associate Professor, School of Civil Engineering, Qingdao Univ. of Technology, Qingdao 266520, PR China (corresponding author). ORCID: https://orcid.org/0000-0002-6066-7734. Email: [email protected]
Shengyuan Dong [email protected]
School of Civil Engineering, Qingdao Univ. of Technology, Qingdao 266520, PR China. Email: [email protected]
Associate Professor, School of Civil Engineering and Architecture, Shandong Univ. of Science and Technology, Qingdao 266520, PR China. Email: [email protected]
Professor, School of Civil Engineering, Qingdao Univ. of Technology, Qingdao 266520, PR China. Email: [email protected]
Associate Professor, School of Civil Engineering and Architecture, Jiangsu Univ. of Science and Technology, Zhenjiang 212003, PR China. Email: [email protected]
Hua Fu, Ph.D. [email protected]
School of Civil Engineering, Qingdao Univ. of Technology, Qingdao 266520, PR China. Email: [email protected]

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