EFFECT OF IONIC INTERACTION IN MIGRATION TESTING OF CHLORIDE DIFFUSIVITY IN CONCRETE

Authors
Citation
Tw. Zhang et Oe. Gjorv, EFFECT OF IONIC INTERACTION IN MIGRATION TESTING OF CHLORIDE DIFFUSIVITY IN CONCRETE, Cement and concrete research, 25(7), 1995, pp. 1535-1542
Citations number
8
Categorie Soggetti
Construcion & Building Technology","Material Science
ISSN journal
00088846
Volume
25
Issue
7
Year of publication
1995
Pages
1535 - 1542
Database
ISI
SICI code
0008-8846(1995)25:7<1535:EOIIIM>2.0.ZU;2-P
Abstract
The actual drift velocity of chloride ions in concrete measured by mig ration testing in concentrated NaCl solutions not only depends on the applied electric field but also on the ionic interaction. A net veloci ty V-d is calculated considering the relaxation and electrophoretic ef fects of the ionic cloud around an ion described by the Debye-Huckel t heory. V-d is dependent on ionic concentration, ionic mobility, applie d electric field, and other parameters. A correction factor, beta(0), which is the ratio of the ideal to the actual drift velocity of ions, is calculated for NaCl solutions up to 0.5 M. Higher salt concentratio ns do not permit correction since the Debye-Huckel theory is invalid w hen the thickness of ionic cloud is comparable to the average hydrated ionic radius. The correction factor permits calculation of the actual chloride diffusion coefficient during testing by introducing a concen tration related retardation in ion migration velocity of up to 41% for a 0.5 M NaCl solution at 20 degrees C.