[1]ZHAOZhuo,ZENGLi,WANG Dongwei.Correlation TestofCorrelation BetweenConcrete Resistivity and ChlorideDiffusion Coefficient[J].Journal of Zhengzhou University (Engineering Science),2013,34(06):76-79.[doi:10.3969/j.issn.1671-6833.2013.06.019]
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
34
Number of periods:
2013 06
Page number:
76-79
Column:
Public date:
2013-12-30
- Title:
-
Correlation TestofCorrelation BetweenConcrete Resistivity and ChlorideDiffusion Coefficient
- Author(s):
-
ZHAOZhuo; ZENGLi; WANG Dong—wei
-
School of Civil Engineering,Zhengzhou University,Zhengzhou450001,China)
-
- Keywords:
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concrete; permeability; chloride diffusion coefficient; durability index; correlation
- CLC:
-
U528.1
- DOI:
-
10.3969/j.issn.1671-6833.2013.06.019
- Abstract:
-
Rsistivity measurement,resistance to chloride penetration and cube crushingstrength of mineral admixtureconcrete are tested to analyse the variation of resistivity andchloride diffusion coefficient with age and theregression relationship betweenresistivity and chloride diffusion coefficient.Testresults showthat con— crete resistivity increasedwith the increase ofconcrete age and chloride diffusioncoefficientdecreasedwith the increase of concrete age.The effect of double mixing mineral admixture is better than that of single mixing.Chloride diffusioncoefficient increasedwith the decrease of concrete resistivity and has agood inverse regression relationship with each other.