Steady-State Chloride Diffusion Coefficient and Chloride Migration Coefficient of Cracks in Concrete-Reference-Cited by-同舟云学术

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Steady-State Chloride Diffusion Coefficient and Chloride Migration Coefficient of Cracks in Concrete

Published:2017-09 Issue:9 Volume:29 Page:04017117
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Wang Junjie¹^ORCID

Affiliation:

1. New York Univ. Abu Dhabi, P.O. Box 129188, Abu Dhabi, United Arab Emirates. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001966

Reference21 articles.

1. Quantifying the effects of crack width, tortuosity, and roughness on water permeability of cracked mortars

2. Effect of Cracking on Water and Chloride Permeability of Concrete

3. Calculation of chloride diffusion coefficients in concrete from ionic migration measurements

4. Effect of cement type on chloride binding and corrosion of steel in concrete

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