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    Cyclic Threshold Shear Strains in Soils 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 012
    Author(s): Mladen Vucetic
    Publisher: American Society of Civil Engineers
    Abstract: Based on a synthesis of published laboratory data, two types of cyclic threshold shear strain are examined and their approximate magnitudes identified for different types of soils. They are the linear cyclic threshold shear ...
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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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    Effect of Soil Plasticity on Cyclic Response 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 001
    Author(s): Mladen Vucetic; Ricardo Dobry
    Publisher: American Society of Civil Engineers
    Abstract: A study on the influence of the plasticity index (PI) on the cyclic stress‐strain parameters of saturated soils needed for site‐response evaluations and seismic microzonation is presented. Ready‐to‐use charts are included, ...
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    Degradation of Marine Clays under Cyclic Loading 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author(s): Mladen Vucetic; Rlcardo Dobry
    Publisher: American Society of Civil Engineers
    Abstract: A study of the effect of the overconsolidation ratio (OCR) on the cyclic shear modulus degradation of clay is presented. The research is based on a series of strain‐controlled, constant‐volume, cyclic, simple‐shear tests ...
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    Cyclic Characterization of Liquefiable Sands 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 011
    Author(s): Neven Matasović; Mladen Vucetic
    Publisher: American Society of Civil Engineers
    Abstract: The method for cyclic characterization of liquefiable sands, which employs the concept of dynamic backbone curve in conjunction with the Masing criteria for construction of unloading and reloading branches of cyclic loops, ...
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    Closure to “Strain-Rate Effects on Soil Secant Shear Modulus at Small Cyclic Strains” by Leo Matesic and Mladen Vucetic 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 002
    Author(s): Leo Matesic; Mladen Vucetic
    Publisher: American Society of Civil Engineers
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    Strain-Rate Effect on Soil Secant Shear Modulus at Small Cyclic Strains 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 006
    Author(s): Leo Matešić; Mladen Vucetic
    Publisher: American Society of Civil Engineers
    Abstract: The effects of the shear strain rate
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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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    Generalized Cyclic-Degradation-Pore-Pressure Generation Model for Clays 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 001
    Author(s): Neven Matasović; Mladen Vucetic
    Publisher: American Society of Civil Engineers
    Abstract: A model for the behavior of fully saturated normally consolidated and overconsolidated marine clays subjected to uniform cyclic strain-controlled and staged cyclic loading under simple shear conditions is proposed. Staged ...
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    Closure to “Cyclic Characterization of Liquefiable Sands” by Neven Matasović and Mladen Vucetic 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 001
    Author(s): Neven Matasović; Mladen Vucetic
    Publisher: American Society of Civil Engineers
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