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    General Formulation of Two Kinematic Hardening Constitutive Models with a Smooth Elastoplastic Transition 

    Source: International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 005
    Author(s): A. Grammatikopoulou; L. Zdravkovic; D. M. Potts
    Publisher: American Society of Civil Engineers
    Abstract: Two new constitutive models formulated within the framework of kinematic hardening plasticity are presented and their implementation into a finite-element program is described. The models are extensions of two existing ...
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    Numerical Study of the Effect of Preloading on Undrained Bearing Capacity 

    Source: International Journal of Geomechanics:;2003:;Volume ( 003 ):;issue: 001
    Author(s): L. Zdravković; D. M. Potts; C. Jackson
    Publisher: American Society of Civil Engineers
    Abstract: In practice the situation often arises where extra load needs to be added onto existing foundations. This can arise due to the installation of additional equipment in a building, or to the construction of new floors, etc. ...
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    A Critical Assessment of the Effect of Initial Fabric on Key Small-Strain Design Parameters of Slurry-Deposited Silts and Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 007:;page 04023047-1
    Author(s): C. Dominguez-Quintans; J. A. H. Carraro; L. Zdravkovic
    Publisher: American Society of Civil Engineers
    Abstract: Whereas moist-tamped specimens of silts and sands are most used in engineering practice to characterize tailings, offshore sediments, and fluvial/alluvial deposits, design parameters derived from moist-tamping data sets ...
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