Abstract
Diffusion coefficient of chloride in concrete is a predominant factor in chloride penetration into concrete. Two types of diffusion coefficient models are examined here: mean diffusion coefficient D, time-dependent diffusion coefficient D(t). These diffusion coefficients are experimentally derived from the chloride profiles in concrete obtained by the wind tunnel test. It is clearly shown that diffusion coefficients are dependent of water cement ratio but independent of intensity of airborne salt. Time-dependent diffusion coefficients derived based on constant and time-dependent surface chloride are not different. Diffusion coefficient also decreases with increasing of time as explained by other researcher.
| Original language | English |
|---|---|
| Article number | 02021 |
| Journal | MATEC Web of Conferences |
| Volume | 103 |
| DOIs | |
| Publication status | Published - 5 Apr 2017 |
| Event | 2016 International Symposium on Civil and Environmental Engineering, ISCEE 2016 - Melaka, Malaysia Duration: 5 Dec 2016 → 6 Dec 2016 |
Fingerprint
Dive into the research topics of 'Diffusion Tests for Chloride in Concrete Using Wind Tunnel Test'. Together they form a unique fingerprint.Cite this
- APA
- Author
- BIBTEX
- Harvard
- Standard
- RIS
- Vancouver