Practical evaluation of relationship between concrete resistivity, water penetration, rapid chloride penetration and compressive strength

• Published in: Construction & building materials 2011-05, Vol.25 (5), p.2472-2479
• Main Authors: Ramezanianpour, Ali Akbar, Pilvar, Amirreza, Mahdikhani, Mahdi, Moodi, Faramarz
• Format: Article
• Language: English
• Subjects: Analysis; Concrete; Corrosion; Electric properties; Electrical conductivity; Electrical resistivity; Evaluation; Mechanical properties; Permeability; Pozzolans; RCPT; Steel; Water penetration
• ISSN: 0950-0618; 1879-0526
• DOI: 10.1016/j.conbuildmat.2010.11.069

► The relationship that can be used to estimate permeability of concrete was discovered. ► Because of different mechanisms of CS and SR, there is no appropriate relationship between them. ► SR can be used as an electrical indicator of concrete chloride penetration resistance. ► It is not recommended to use electrical resistivity as an indicator for evaluation of CS. There are several factors and test methods for evaluating the durability of concrete. In recent years a great deal of attention has been paid to research and development of relationships of these parameters for production of sustainable concretes: water penetration and Rapid Chloride Penetration Test (RCPT) methods which are most commonly used to evaluate the permeability of concrete are two of the most famous methods specified by BS EN-12390-8:2000 and ASTM C1202 respectively. Concrete surface resistivity (SR) test is also a suitable indicator for concrete penetration and chloride ion permeability. It is a non-destructive, simple, rapid and economical method that can also be used on site. The present study is an exploratory research concerned with the relationship of these methods. Based on the correlation of concrete resistivity with water penetration and Rapid Chloride Penetration Test (RCPT) results, two new models for relating these parameters are presented.