Optimising cement combinations for concrete useb in carbonation and chloride exposure conditions

Li Zheng, Ravindra K Dhir

    Research output: Chapter in Book/Report/Conference proceedingConference contribution

    1 Citation (Scopus)

    Abstract

    The most effective use of concrete largely depends on the selection of its constituent materials (particularly the cement combination), and the design of mixes according to particular performance requirements for particular environmental exposure conditions. In this paper, a method for optimising blended cement combinations for concrete used in different, ie normal (X0), carbonation (XC) and chloride (XD and XS) exposure conditions has been proposed. The blended materials include pulverized-fuel ash (pfa or fly ash), ground granulated blast furnace slag (ggbs) and their combinations. The optimisation models are established based on the experimental work carried out. Optimising results for the given exposure conditions, which are classified by BS 8500, are discussed. For XO and XC exposure conditions, the optimising aims at a maximum utilisation of non-Portland cement materials content and this will enhance the competitiveness of concrete used in sustainable construction development. For XD and XS exposure conditions, related durability requires the maximum chloride resistance, and a multi-criteria optimisation process was proposed.

    Original languageEnglish
    Title of host publicationCement Combinations for Durable Concrete
    Subtitle of host publicationProceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–7 July 2005
    EditorsRavindra K. Dhir, Thomas A. Harrison, Moray D. Newlands
    PublisherThomas Telford Publishing
    Pages853-860
    ISBN (Print)0-7277-4004-0
    DOIs
    Publication statusPublished - Jan 2005

    Fingerprint

    Dive into the research topics of 'Optimising cement combinations for concrete useb in carbonation and chloride exposure conditions'. Together they form a unique fingerprint.

    Cite this