Numerical and experimental study of moisture and chloride transport in unsaturated concrete. (20th November 2018)

• Record Type: Journal Article
• Authors: Sun, Congtao; Yuan, Liqiang; Zhai, Xiaofan; Qu, Feng; Li, Yantao; Hou, Baorong
• Is Part Of: Construction & building materials. Volume 189(2018)
• Page Start: 1067
• Page End: 1075
• Publication Date: 2018-11-20
• Subjects: Numerical simulation -- Unsaturated concrete -- Chloride transport -- Moisture transport; Building materials -- Periodicals; 624.18
• DOI: 10.1016/j.conbuildmat.2018.08.158
• Languages: English
• ISSNs: 0950-0618

Abstract

Highlights: A prediction model for chloride transport in unsaturated concrete was proposed. A new device was developed to simulate marine tidal and splash zones. The chloride content in concrete under drying-wetting cycles was measured. Numerical simulation and tests of moisture and chloride transport were carried out. Abstract: Based on the establishment of a moisture transport model, a prediction model for chloride transport in unsaturated concrete was developed. The moisture transport model considers both the diffusion of water vapor and seepage of liquid water in concrete under drying-wetting conditions. The moisture transport model was verified by wetting and drying tests. In the transport model of chloride ions, both diffusion and convection were considered. Tests of specimens under drying-wetting cycles with four types of cycles were carried out to verify the chloride transport model. Furthermore, a new device was developed to mimic tidal and splash zones of a marine environment to achieve different time ratios of drying-wetting. The measured results of chloride content corresponded with the simulated results. The results showed that the chloride content in concrete displayed no relationship with the ratio of drying and wetting times. The chloride content of concrete in mimicked tidal and splash zones significantly varied with height, especially in the surface layer of concrete, and the chloride content of concrete at the junction of the splash and tidal zones was the highest.