Sea Dredged Gravel versus Crushed Granite as Coarse Aggregate for Self Compacting Concrete in Aggressive Environment

Eigil V. Sørensen, Lasse Frølich Kristensen

    Research output: Contribution to journalJournal articleResearchpeer-review

    Abstract

    Properties of self compacting concrete (SCC) with two types of coarse aggregate - sea dredged gravel with smooth and rounded particles and crushed granite with rough and angular particles - have been studied. Sea gravel allowed a higher aggregate proportion in the concrete leading to a higher modulus of elasticity. Tensile and compressive strength were found to depend both on aggregate type and on the properties of the interfacial zone close to the aggregate surface. Freeze-thaw scaling resistance was good with crushed granite, whereas sea gravel led to more severe scaling caused by porphyry and iron-bearing sandstone particles - but not by porous flint particles.
    Original languageEnglish
    JournalNordic Concrete Research
    Issue number36
    Pages (from-to)9-18
    Number of pages10
    ISSN0800-6377
    Publication statusPublished - 2007

    Keywords

    • Self compacting concrete
    • Coarse aggregate
    • Sea dredged gravel
    • Crushed granite
    • Mechanical properties
    • Modulus of elasticity
    • Compressive strength
    • Splitting tensile strength
    • Flexural strength
    • Durability
    • Freeze-thaw scaling resistance
    • Porous flint

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