Correlation Between Bulk and Surface Resistivity of Concrete

被引:74
作者
Ghosh, Pratanu [1 ]
Quang Tran [1 ]
机构
[1] Calif State Univ Fullerton, Dept Civil & Environm Engn, Fullerton, CA 92634 USA
关键词
surface resistivity; bulk resistivity; HPC; corrosion; conductivity;
D O I
10.1007/s40069-014-0094-z
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Electrical resistivity is an important physical property of portland cement concrete which is directly related to chloride induced corrosion process. This study examined the electrical surface resistivity (SR) and bulk electrical resistivity (BR) of concrete cylinders for various binary and ternary based high-performance concrete (HPC) mixtures from 7 to 161 days. Two different types of instruments were utilized for this investigation and they were 4 point Wenner probe meter for SR and Merlin conductivity tester for bulk resistivity measurements. Chronological development of electrical resistivity as well as correlation between two types of resistivity on several days was established for all concrete mixtures. The ratio of experimental surface resistance to bulk resistance and corresponding resistivity was computed and compared with theoretical values. Results depicted that bulk and SR are well correlated for different groups of HPC mixtures and these mixtures have attained higher range of electrical resistivity for both types of measurements. In addition, this study presents distribution of surface and bulk resistivity in different permeability classes as proposed by Florida Department of Transportation (FDOT) specification from 7 to 161 days. Furthermore, electrical resistivity data for several HPC mixtures and testing procedure provide multiple promising options for long lasting bridge decks against chloride induced corrosion due to its ease of implementation, repeatability, non-destructive nature, and low cost.
引用
收藏
页码:119 / 132
页数:14
相关论文
共 15 条
[1]   IMPEDANCE SPECTROSCOPY OF HYDRATING CEMENT-EASED MATERIALS - MEASUREMENT, INTERPRETATION, AND APPLICATION [J].
CHRISTENSEN, BJ ;
COVERDALE, RT ;
OLSON, RA ;
FORD, SJ ;
GARBOCZI, EJ ;
JENNINGS, HM ;
MASON, TO .
JOURNAL OF THE AMERICAN CERAMIC SOCIETY, 1994, 77 (11) :2789-2804
[2]  
Darren TY, 2011, P 36 C OUR WORLD CON
[3]  
Florida Department of Transportation, 2004, FM5578 FDOT
[4]  
Icenogle P. J., 2012, 92 TRB ANN M WASHNGT
[5]   Study of the Joule effect on rapid chloride permeability values and evaluation of related electrical properties of concretes [J].
Julio-Betancourt, GA ;
Hooton, RD .
CEMENT AND CONCRETE RESEARCH, 2004, 34 (06) :1007-1015
[6]  
Katherine K., 2010, P 2 INT C SUST CONST
[7]  
Kessler R.J., 2005, CORROSION 2005, P1
[8]  
Marriaga J. L., 2010, P 2 INT C SUST CONST
[9]   Practical evaluation of resistivity of concrete in test cylinders using a Wenner array probe [J].
Morris, W ;
Moreno, EI ;
Sagues, AA .
CEMENT AND CONCRETE RESEARCH, 1996, 26 (12) :1779-1787
[10]   Sensitivity of electrode contact solutions and contact pressure in assessing electrical resistivity of concrete [J].
Newlands, Moray D. ;
Jones, M. Rod ;
Kandasami, Sivakumar ;
Harrison, Tom A. .
MATERIALS AND STRUCTURES, 2008, 41 (04) :621-632