Chlorides In Concrete

Author:

Hansson Carolyn M.,Berke Neal S.

Abstract

AbstractChlorides are currently the main culprit in the deterioration of concrete structures in most parts of North America and Europe. During the last few years the authors have investigated the following properties: (i) the steady state diffusion of chlorides through cement pastes; (ii) penetration of chlorides into mortar and concrete; (iii) the binding of chlorides in the paste phase; (iv) the threshold value of chlorides below which corrosion of reinforcement is unlikely to occur; and (v)the relationship between the electrical resistivity and diffusivity of paste, mortar, and concrete. The variables investigated include water/cement ratio, cement type, curing conditions, effects of admixtures, and pozzolanic additions and the cover depth.

Publisher

Springer Science and Business Media LLC

Subject

General Engineering

Reference27 articles.

1. 7. Hansson C.M. & Soerensen B. , Proc. ASTM Symposium on “Corrosion Rates of Steel in Concrete,” Ed. Berke N. S. , Chaker V. , and Whitting D. , ASTM in press.

2. Corrosion of Steel in Anaerobic Concrete;Hansson;Scientific Basis for Nuclear Waste Management,1986

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Environmental Degradation of Reinforced Concrete;Handbook of Environmental Degradation of Materials;2012

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