Concrete durability presented by acceptable chloride level and chloride diffusion coefficient in concrete: 10-year results in marine site-Reference-Cited by-同舟云学术

Concrete durability presented by acceptable chloride level and chloride diffusion coefficient in concrete: 10-year results in marine site

Published:2013-06-29 Issue:9 Volume:47 Page:1501-1511
ISSN:1359-5997
Container-title:Materials and Structures
language:en
Short-container-title:Mater Struct

Author:

Cheewaket T.,Jaturapitakkul C.,Chalee W.

Publisher

Springer Science and Business Media LLC

Subject

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

Link

http://link.springer.com/content/pdf/10.1617/s11527-013-0131-4.pdf

Reference43 articles.

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2. Chalee W, Jaturapitakkul C, Chindaprasirt P (2009) Predicting the chloride penetration of fly ash concrete in seawater. Mar Struct 22:341–353

3. Sujjavanich Sida V, Suwanvitaya P (2005) Chloride permeability and corrosion risk of high-volume fly ash concrete with mid-range water reducer. ACI Mater J 102:177–182

4. Choi Yoon-Seok, Kim Jung-Gu, Lee Kwang-Myong (2006) Corrosion behaviour of steel bar embedded in fly ash concrete. Corros Sci 48:1733–1745

5. Deby F, Carcassès M, Sellier A (2009) Probabilistic approach for durability design of reinforced concrete in marine environment. Cem Concr Res 39:466–471

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