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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

Postal Subscription Code 80-968

2018 Impact Factor: 1.272

Front. Struct. Civ. Eng.    2010, Vol. 4 Issue (3) : 348-353    https://doi.org/10.1007/s11709-010-0077-3
Research articles
Influence of initial curing conditions and exposure environments on chloride migration in concrete using electrochemical method
Wen XUE1,Weiliang JIN1,Hiroshi YOKOTA2,
1.Institution of Structural Engineering, Zhejiang University, Hangzhou 310058, China; 2.Port and Airport Research Institute Yokosuka, Japan;
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Abstract To investigate the influence of initial curing conditions and exposure environments on chloride ions’ migration in concrete, the specimens that were cured in different conditions and placed in several marine environments were studied. The amount of chloride ions passing through the specimen’s section was monitored in the accelerated chloride migration test. The effective chloride diffusion coefficients (De) were calculated from the steady-state on the basis of Nernst-Planck’s equation. The results indicated that the initial curing conditions and the wet-dry interval of external environments have coupling influence on effective diffusion coefficient of chloride ion significantly. De reflected the density and pore connectivity of concrete. The co-effects of the initial curing condition and following exposure environment should be taken into account in durability design for concrete structure located in marine environment.
Keywords durability      effective diffusion coefficient      steady-state      migration test      
Issue Date: 05 September 2010
 Cite this article:   
Wen XUE,Weiliang JIN,Hiroshi YOKOTA. Influence of initial curing conditions and exposure environments on chloride migration in concrete using electrochemical method[J]. Front. Struct. Civ. Eng., 2010, 4(3): 348-353.
 URL:  
https://academic.hep.com.cn/fsce/EN/10.1007/s11709-010-0077-3
https://academic.hep.com.cn/fsce/EN/Y2010/V4/I3/348
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