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    Constitutive Modeling of Kinematic Hardening Behavior of Saturated Anisotropic Soils 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 003
    Author(s): Cheng Zhou; Serge Leroueil; Mario Fafard; Salim Ghorbel
    Publisher: American Society of Civil Engineers
    Abstract: A new three-dimensional cone-cap limit-state surface (LSS) model is proposed for cross-anisotropic, saturated, cohesionless, or cohesive remolded soils in consideration of anisotropic yielding and kinematic hardening. ...
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