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    Effect of lime treatment on static liquefaction behavior of sand-bentonite mixtures

    Access Status
    Fulltext not available
    Authors
    Keramatikerman, M.
    Chegenizadeh, Amin
    Yilmaz, Y.
    Nikraz, Hamid
    Date
    2018
    Type
    Journal Article
    
    Metadata
    Show full item record
    Citation
    Keramatikerman, M. and Chegenizadeh, A. and Yilmaz, Y. and Nikraz, H. 2018. Effect of lime treatment on static liquefaction behavior of sand-bentonite mixtures. Journal of Materials in Civil Engineering. 30 (11): pp. 06018017-1-06018017-7.
    Source Title
    Journal of Materials in Civil Engineering
    DOI
    10.1061/(ASCE)MT.1943-5533.0002500
    ISSN
    0899-1561
    School
    School of Civil and Mechanical Engineering (CME)
    URI
    http://hdl.handle.net/20.500.11937/71158
    Collection
    • Curtin Research Publications
    Abstract

    This research investigated the effect of lime treatment on the static liquefaction behavior of sand-bentonite (SB) mixture by conducting a series of undrained monotonic triaxial compression tests. The effects of two bentonite contents (i.e., 0% and 10%), four lime contents (i.e., 0%, 3%, 5%, and 7%), and three initial relative densities (10%, 20%, and 30%) under an effective confining stress of 150 kPa were investigated. The results showed that lime treatment is effective in improving the static liquefaction strength of the tested specimens. In addition, lime treatment changed the SB liquefaction behavior from limited liquefaction to nonflow.

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