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  • Cyclic Shear Strength of Soil with Different Pore Fluids

    Author(s)
    Gratchev, Ivan B
    Sassa, Kyoji
    Griffith University Author(s)
    Gratchev, Ivan
    Year published
    2013
    Metadata
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    Abstract
    The effects of pore water chemistry on the cyclic behavior of fine-grained soil were examined by performing undrained cyclic ring-shear tests on a natural soil treated with solutions of sulfuric acid (H2SO4), sodium hydroxide (NaOH), and sodium chloride (NaCl). In addition, different amounts of the chemicals were used to clarify the influence that ion concentrations in the pore fluid can have on the cyclic shear strength of soil. The results of laboratory tests indicated that cyclic shear strength was sensitive to changes in the pore fluid composition, and changes in cyclic behavior of soil became more pronounced as the ...
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    The effects of pore water chemistry on the cyclic behavior of fine-grained soil were examined by performing undrained cyclic ring-shear tests on a natural soil treated with solutions of sulfuric acid (H2SO4), sodium hydroxide (NaOH), and sodium chloride (NaCl). In addition, different amounts of the chemicals were used to clarify the influence that ion concentrations in the pore fluid can have on the cyclic shear strength of soil. The results of laboratory tests indicated that cyclic shear strength was sensitive to changes in the pore fluid composition, and changes in cyclic behavior of soil became more pronounced as the concentration of each chemical increased.
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    Journal Title
    Journal of Geotechnical and Geoenvironmental Engineering
    Volume
    139
    Issue
    10
    DOI
    https://doi.org/10.1061/(ASCE)GT.1943-5606.0000901
    Subject
    Civil engineering
    Civil geotechnical engineering
    Environmental engineering
    Publication URI
    http://hdl.handle.net/10072/56515
    Collection
    • Journal articles

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