Five grades of concrete were exposed in the atmosphere, tidal and submerged zones of a tropical marine environment for times up to 80 weeks and the chloride ion ingress profiles determined. The measured chloride profiles were compared with profiles calculated on the basis of diffusion theory and the
Atmospheric chloride penetration into concrete in semitropical marine environment
โ Scribed by M.A. Mustafa; K.M. Yusof
- Publisher
- Elsevier Science
- Year
- 1994
- Tongue
- English
- Weight
- 662 KB
- Volume
- 24
- Category
- Article
- ISSN
- 0008-8846
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โฆ Synopsis
An atmospheric chloride content measurement was performed on air-dried concrete specimens in a marine environment under different conditions of exposure. The chloride content in the concrete generally increased with the test period and decreased with the depth of penetration, but the quantity of chloride depended on the exposure conditions of specimens. The test results suggest that each part of a concrete structure must be examined rigorously, if the differential chloride ion penetrations are to be properly forecast. Based on the chloride ion concentration profiles respecting concrete depth, surface chloride contents and diffusion coefficients of chloride were determined by using the standard diffusion equation as an experimental formula. The time-dependence of the two parameters indicates that upon using a diffusion coefficient with a constant surface value, chloride profiles predicted by the standard diffusion equation may not correlate well with the measured data on existing concrete structures of different ages. 662
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The capacity of binding chloride ions in fly ash concrete under marine exposure was studied. The free and total chloride contents in concrete were determined by water and acid-soluble methods, respectively. In order to study the effects of W/B ratios, exposure time, and fly ash contents on chloride