Self-compacting pervious concrete mix design for permeable concrete soakaway rings

M.S.M. Lund*, K.K. Hansen, A.H. Jensen, E. Mølgaard, P.K. Madsen

*Corresponding author for this work

    Research output: Contribution to journalJournal articleResearchpeer-review

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    Abstract

    Permeable concrete soakaways store surface rainwater and let it seep slowly into the soil. This minimizes the risk of flooding, which is an increasingly larger problem because of climate change causing heavier and heavier rainfalls. In the present study, a self-compacting pervious concrete mix design is developed to use for permeable soakaway rings. A self-compacting mix design ensures a more uniform void distribution throughout the soakaway ring compared to the use of a conventional stiff pervious concrete mix design. The study is divided into two main parts: laboratory testing, in which the influence of the casting height on the void distribution is also considered, and full-scale casting of a 2.25-m-high pervious concrete soakaway ring. The overall conclusion is that a successful self-compacting pervious concrete mix design was developed by carefully balancing the use of a superplasticizer and stabilizer. Thereby, it was also possible to perform a successful full-scale casting.
    Original languageEnglish
    JournalAdvances in Civil Engineering Materials
    Volume7
    Issue number1
    Pages (from-to)340-352
    Number of pages13
    ISSN2165-3984
    DOIs
    Publication statusPublished - 2018

    Keywords

    • Pervious concrete
    • Self-compacting concrete
    • Soakaway ring

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