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

被引:200
|
作者
Ramezanianpour, Ali Akbar [1 ]
Pilvar, Amirreza [1 ]
Mandikhani, Mandi [1 ]
Moodi, Faramarz [1 ]
机构
[1] Amirkabir Univ Technol, CTDRc, Tehran, Iran
关键词
Water penetration; Electrical resistivity; RCPT; Permeability; Pozzolans; CORROSION; REINFORCEMENT;
D O I
10.1016/j.conbuildmat.2010.11.069
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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 0202 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. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2472 / 2479
页数:8
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