Chloride binding in concrete has been investigated by analysing pore solution expressed from cement paste specimens using a pore press. For chlorides introduced at the time of mixing, cement type, the type and proportion of cement replacement material, the chloride salt and total chloride content w
Factors influencing electrochemical removal of chloride from concrete
β Scribed by C. Arya; Q. Sa'id-Shawqi; P.R.W. Vassie
- Publisher
- Elsevier Science
- Year
- 1996
- Tongue
- English
- Weight
- 605 KB
- Volume
- 26
- Category
- Article
- ISSN
- 0008-8846
No coin nor oath required. For personal study only.
β¦ Synopsis
Electrochemical chloride removal was studied using prisms made from concrete containing various levels of chlorides derived from sodium chloride added during mixing. The amount of chloride removed during the treatment was assessed by analysing the anolyte. Chloride removal increased with increasing applied potential, number of reinforcing bars at a particular depth and initial chloride content of the concrete. A greater percentage of chloride was removed from prisms where the thickness of the chloride bearing layer of concrete was less than the depth of cover to the reinforcement. Where the thickness of the chloride bearing layer exceeded the cover to the reinforcement, the use of an external cathode significantly increased the total amount of chloride removed. Chloride removal from a face remote from the source of the chloride contamination (softit desalination) was shown to be feasible.
π SIMILAR VOLUMES
Chloride ingress into steel reinforced concrete (r.c.), and the subsequent application of electrochemical chloride extraction (ECE) are shown to be considerably retarded by the presence of a carbonation front. Four concrete blocks each reinforced with two layers of steel mats in two different config
Equations to calculate the duration of electrochemical chloride 8! extraction have been proposed and solved for the case of a constant z chloride concentration in the concrete or for a concentration following the error function trend. In the case of constant initial chloride content, both potentiost
The rehabilitation method "electrochemical chloride removal" can only be applied successfully if the bound chlorides can be released to the pore water and transported out of the concrete relatively quickly. Previous investigations have shown that the free chloride ions in the pore solution relativel
The experimental results presented in this paper indicate that the cement/aggregate ratio, the water/cement ratio, the size of aggregate, and the rate of cooling have significant influence on the modulus of rupture of sulfurinfiltrated concrete (SIC). Using sand only as aggregate and 65% cement, SI