Chloride ingress prediction: Part 2: Experimentally based design parameters

Jens Mejer Frederiksen, Mette Rica Geiker

    Research output: Chapter in Book/Report/Conference proceedingArticle in proceedingsResearch


    Prediction of chloride ingress into concrete is an important part of durability design of reinforced concrete structures exposed to chloride containing environment. This paper presents experimentally based design parameters for Portland cement concretes with and without silica fume and fly ash in marine atmospheric and submersed South Scandinavian environment. The design parameters are based on sequential measurements of 86 chloride profiles taken over ten years from 13 different types of concrete. The design parameters provide the input for an analytical model for chloride profiles as function of depth and time, when both the surface chloride concentration and the diffusion coefficient are allowed to vary in time. The model is presented in a companion paper.
    Original languageEnglish
    Title of host publicationConcrete modelling – CONMOD’08 : Proceedings of the International RILEM Symposium
    Number of pages819
    Place of PublicationFrance
    PublisherRilem publications
    Publication date2008
    ISBN (Print)978-2-35158-060-8
    Publication statusPublished - 2008
    EventConcrete Modelling - CONMOD'08 - Delft
    Duration: 1 Jan 2008 → …


    ConferenceConcrete Modelling - CONMOD'08
    Period01/01/2008 → …


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