Abstract
An investigation is made of the deformation properties of clays in uniaxial and triaxial compression at constant moisture content. Rheological equations of state for clay soils are proposed for the three-dimensional case.
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References
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Mizyumskii, V.A. Rheological properties of some clay soils. Journal of Engineering Physics 8, 345–348 (1965). https://doi.org/10.1007/BF00828749
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DOI: https://doi.org/10.1007/BF00828749