Auteur Victor N. Kaliakin
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Documents disponibles écrits par cet auteur (10)
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Hoe I. Ling, Auteur ; Huabei Liu, Auteur ; Victor N. Kaliakin ; Leshchinsky, Dov ; Landis, Eric N., Éditeur scientifique |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 walls. The construction beh[...]![]()
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Abelev, Andrei V., Auteur ; Victor N. Kaliakin, Éditeur scientifique ; Poul V. Lade, Auteur |Drained true triaxial tests on dense Santa Monica Beach sand deposited with a cross-anisotropic fabric have been performed to study the failure condition in the principal stress space. The failure surface was assumed to be symmetric around the v[...]![]()
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S. Pietruszczak, Auteur ; Victor N. Kaliakin, Éditeur scientifique ; Shao, J. F. ; Lydzba, D., Auteur |This Paper presents a mathematical framework for modeling the creep phenomenon in frictional materials exhibiting a strong inherent anisotropy. The instantaneous time independent response is described by invoking a plasticity framework which inc[...]![]()
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Bahuguna, Saurabh, Auteur ; Vassilis P. Panoskaltsis, Auteur ; Papoulia, Katerina D ; Victor N. Kaliakin, Éditeur scientifique |The Accumulation of permanent deformations in asphalt concrete under repeated loading is studied in detail; and a new, multi dimensional nonlinear hyperelastic nonassociative plastic model is proposed. The Equations describing the model are solv[...]![]()
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Lee, Dae Sung, Auteur ; Victor N. Kaliakin, Éditeur scientifique ; Elsworth, Derek, Auteur |A solution is developed for the buildup, steady, and postarrest dissipative pore fluid pressure fields that develop around a conical penetrometer that self-embeds from free-fall into the seabed. Arrest from free-fall considers deceleration under[...]![]()
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Taehyo Park, Auteur ; Lee, Sunghee, Auteur ; George Z. Voyiadjis ; Victor N. Kaliakin, Éditeur scientifique |Free vibration analysis of a through-width multidelaminated beam is performed in the present study. Multiple delaminations are assumed to spread from the top through the thickness direction of the beam. The natural frequencies of the multidelami[...]![]()
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Chen, Jian, Auteur ; Yin, Jian-Hua, Auteur ; Lee, C. F. ; Victor N. Kaliakin, Éditeur scientifique |The traditional approach for assessing the stability of slopes is using limit equilibrium methods. Recently, many efforts have been made to utilize limit analysis methods based on the upper bound and lower bound limit theorems in plasticity. In [...]![]()
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Dafalias, Yannis F., Auteur ; Papadimitriou, Achilleas G., Auteur ; Li, Xiang S. ; Victor N. Kaliakin, Éditeur scientifique |A sand plasticity constitutive model is presented herein, which accounts for the effect of inherent fabric anisotropy on the mechanical response. The anisotropy associated with particles’ orientation distribution, is represented by a second-orde[...]![]()
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Yang, Xiao-Li, Auteur ; Yin, Jian-Hua, Auteur ; Victor N. Kaliakin, Éditeur scientifique |A linear failure criterion is widely used in slope stability analyses. However, the strength envelope of almost all geomaterials has the nature of nonlinearity. This paper computes rigorous upper bounds on slope stability factors under the condi[...]![]()
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Pongpipat Anantanasakul, Auteur ; Jerry A. Yamamuro, Auteur ; Victor N. Kaliakin, Auteur |The influence of nonplastic silt content on the stress-strain, volume change, and strength characteristics of anisotropic silt-clay transition soils is investigated. A series of one-dimensional compression tests, isotropic compression tests, and[...]


