Chloride ingress into marine exposed concrete: A comparison of empirical- and physically- based models-Reference-Cited by-同舟云学术

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Chloride ingress into marine exposed concrete: A comparison of empirical- and physically- based models

Published:2016-09 Issue: Volume:72 Page:133-145
ISSN:0958-9465
Container-title:Cement and Concrete Composites
language:en
Short-container-title:Cement and Concrete Composites

Author:

Kim J.,McCarter W.J.,Suryanto B.,Nanukuttan S.,Basheer P.A.M.,Chrisp T.M.

Funder

Engineering and Physical Sciences Research Council

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference51 articles.

1. Effect of alternative De-icers on the corrosion resistance of reinforced concrete bridges and highway structures;Nwaubani,2014

2. BS EN 206:2013 Concrete-Part 1: Specification, Performance, Production and Conformity. British Standards Institution, London, 2013.

3. PD CEN/TR 16563:2013. Principles of the equivalent durability procedure. British Standards Institution, London, 2013 (ISBN 978-0-580-81434-1).

4. Modelling chloride diffusion in concrete: effect of fly ash and slag;Thomas;Cem. Concr. Res.,1999

5. Standard Specifications for Concrete Structures – 2007 Maintenance;Japan Society of Civil Engineers (JSCE),2010

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4. Reliability Analysis of Durability of RC Structural Element Coupled with COMSOL Multiphysics Modelling Under Marine Exposure Condition;Journal of The Institution of Engineers (India): Series A;2024-08-10

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