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    Threshold Shear Strains for Cyclic Degradation and Cyclic Pore Water Pressure Generation in Two Clays 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 005
    Author(s): Ahmadreza Mortezaie; Mladen Vucetic
    Publisher: American Society of Civil Engineers
    Abstract: Cyclic threshold shear strains are fundamental cyclic soil properties that have not been fully investigated. To learn more about the threshold shear strains for cyclic degradation,
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    Threshold Shear Strains for Cyclic Degradation and Cyclic Pore Water Pressure Generation in Two Clays 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 005
    Author(s): Ahmadreza Mortezaie; Mladen Vucetic
    Publisher: American Society of Civil Engineers
    Abstract: Cyclic threshold shear strains are fundamental cyclic soil properties that have not been fully investigated. To learn more about the threshold shear strains for cyclic degradation, γtd, and cyclic pore water pressure ...
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    Cyclic Secant Shear Modulus and Pore Water Pressure Change in Sands at Small Cyclic Strains 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 005:;page 04021018-1
    Author(s): Mladen Vucetic; Harish Thangavel; Ahmadreza Mortezaie
    Publisher: ASCE
    Abstract: When fully saturated sandy soil is subjected to cyclic straining in undrained conditions, pore water pressure increases and effective stress decreases. Therefore, it has been assumed that in such a case sand stiffness ...
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