Sorry, you need to enable JavaScript to visit this website.
Conference paper

A resistivity-based approach to indicate chloride permeability of geopolymer concrete


Chloride ion penetration in concrete is one of the major causes of deterioration of reinforced concrete structures by depassivation of reinforcing bars. Since testing of the natural chloride penetration is time consuming, utilising an accelerated test method is more desirable. Surface resistivity test is increasingly being used, due to its relative speed and ease of...