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May 15, 2014

Research on Ingress of Chloride Ions in Concrete in an Artificial Simulation Environment

Publication: Challenges and Advances in Sustainable Transportation Systems

Abstract

The time-varying of the diffusion coefficient and distribution of the chloride ion content in concrete was investigated in this paper. Based on the testing time and methods, the difference and the application range of the diffusion coefficient are discussed. In addition, the difference of the chloride ion ingress in concrete with various strength levels was also researched. Results showed that chloride diffusion in concrete can be described by Fick's diffusion law, and the fitting curve based on the annual diffusion coefficient was more suitable for describing the change. Generally speaking, the diffusion coefficient tends to stabilize the value when the testing time is more than a certain constant value.

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Go to Challenges and Advances in Sustainable Transportation Systems
Challenges and Advances in Sustainable Transportation Systems
Pages: 231 - 237

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Published online: May 15, 2014

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Peng Liu
School of Civil Engineering, National Engineering Laboratory for High Speed Railway Construction, Central South University, Changsha 410075, Hunan, China
Ying Chen
School of Civil Engineering, National Engineering Laboratory for High Speed Railway Construction, Central South University, Changsha 410075, Hunan, China
School of Civil Engineering, National Engineering Laboratory for High Speed Railway Construction, Central South University, Changsha 410075, Hunan, China. E-mail: [email protected]
Zhi-wu Yu
School of Civil Engineering, National Engineering Laboratory for High Speed Railway Construction, Central South University, Changsha 410075, Hunan, China

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