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    Discussion of “<i>Generalized Creep and Stress Relaxation Model for Clays</i>” by R. I. Borja (November, 1992, Vol. 118, No. 11) 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 004
    Author(s): Victor N. Kaliakin
    Publisher: American Society of Civil Engineers
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    Additional Insight into Generalized Bounding Surface Model for Saturated Cohesive Soils 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 006:;page 04021068-1
    Author(s): Andrés Nieto-Leal; Victor N. Kaliakin
    Publisher: ASCE
    Abstract: The generalized bounding surface model (GBSM) is a fully three-dimensional, time-dependent model for saturated cohesive soils that accounts for both inherent and stress-induced anisotropy, as well as strain softening and ...
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    An Associative and Non-Associative Anisotropic Bounding Surface Model for Clay 

    Source: Journal of Applied Mechanics:;2012:;volume( 079 ):;issue: 003:;page 31010
    Author(s): Jianhong Jiang; Hoe I. Ling; Victor N. Kaliakin
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An anisotropic elastoplastic bounding surface model with non-associative flow rule is developed for simulating the mechanical behavior of different types of clays. The non-associative flow rule ...
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    Application of an Enhanced Anisotropic Bounding Surface Model in Simulating Deep Excavations in Clays 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 011
    Author(s): Hoe I. Ling; Ching Hung; Victor N. Kaliakin
    Publisher: American Society of Civil Engineers
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    Variable Bulk Modulus Constitutive Model for Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 002
    Author(s): Bashar S. Qubain; Victor N. Kaliakin; Joseph P. Martin
    Publisher: American Society of Civil Engineers
    Abstract: A quasi-linear elastic constitutive model is proposed to describe the behavior of sand well below failure. It is based on isotropic compression tests and captures the increase in stiffness due to confinement—a unique ...
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    Modeling the Behavior of Geosynthetic Encased Columns: Influence of Granular Soil Constitutive Model 

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 004
    Author(s): Victor N. Kaliakin; Majid Khabbazian; Christopher L. Meehan
    Publisher: American Society of Civil Engineers
    Abstract: Using a high-strength geosynthetic for encasement of granular columns increases the strength of a given column and improves its stress-displacement response. This paper describes the results from a series of three-dimensional ...
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    Analyzing Dynamic Behavior of Geosynthetic-Reinforced Soil Retaining Walls 

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 008
    Author(s): Hoe I. Ling; Huabei Liu; Victor N. Kaliakin; Dov Leshchinsky
    Publisher: American Society of Civil Engineers
    Abstract: An advanced generalized plasticity soil model and bounding surface geosynthetic model, in conjunction with a dynamic finite element procedure, are used to analyze the behavior of geosynthetic-reinforced soil retaining ...
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    Constitutive Modeling of Geomaterials 

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 006
    Author(s): A. Rajah Anandarajah; Majid T. Manzari; Victor N. Kaliakin
    Publisher: American Society of Civil Engineers
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    Laboratory Assessment of the Mechanical Properties of an Unsaturated Mid-Atlantic Silty Sand 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 007:;page 04021163-1
    Author(s): Mehdi Kadivar; Kalehiwot Nega Manahiloh; Victor N. Kaliakin
    Publisher: ASCE
    Abstract: Natural soil formation processes involve variable particle size distributions that vary spatially within a deposit, giving rise to an array of soils that transition from one general soil type to another within essentially ...
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    Foundation‐Response Predictions Below Caisson‐Retained Island 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 009
    Author(s): Victor N. Kaliakin; K. K. Muraleetharan; Yannis F. Dafalias; Leonard R. Herrmann; S. B. Shinde
    Publisher: American Society of Civil Engineers
    Abstract: The results of two‐dimensional (axisymmetric) finite element analyses of a clay sea bed located in the Canadian Beaufort Sea are described herein. The sea bed is subjected to loads associated with excavation, construction ...
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