Titlebook: Holistic Simulation of Geotechnical Installation Processes; Theoretical Results Theodoros Triantafyllidis Book 2017 Springer International

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Contribution to the Non-Lagrangian Formulation of Geotechnical and Geomechanical Processes, for geotechnical and geomechanical processes by utilizing Eulerian and Arbitrary Lagrangian-Eulerian (ALE) formulations. Such non-Lagrangian viewpoints introduce additional difficulties which are discussed in detail. In particular, we investigate how to track interfaces and to model interaction of

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FE Simulation of Model Tests on Vibratory Pile Driving in Saturated Sand,nalysis of fluid-saturated solids with nonzero permeability. A hypoplastic constitutive model with intergranular strain has been selected to describe the mechanical behavior of the soil. The soil displacements and the evolution of pile resistance are compared. The good agreement between the results

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Some Aspects of the Boundary Value Problems for the Cyclic Deformation of Soil,titutive models: an incremental hypoplasticity model and a high-cycle accumulation model. Using this problem as an example, the present paper discusses the solution approaches and numerical and constitutive aspects of the problem, with particular attention to the accumulation effects in hypoplastici

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A Zero Elastic Range Hypoplasticity Model for Sand,point itself in the deviatoric stress ratio plane. The model follows the basic premises of the SANISAND family of models that unify the description for any pressure and density within critical state theory. Elimination of the classical yield surface concept circumvents the complexity associated with

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,Cyclic Response of Natural Onsøy Clay,ence of the constitutive model on the numerical simulation of the natural clay consolidation under cyclic loading is qualitatively investigated employing the experimental results for a typical natural clay reported in the companion paper .. The approach followed in this paper employs an adequate hie

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1613-7736 lts show the effectiveness and the drawbacks and provide a useful and comprehensive pool for all the constitutive model developers and scientists in geotechnical engineering, who like to prove the soundness of new approaches..978-3-319-84942-3978-3-319-52590-7Series ISSN 1613-7736 Series E-ISSN 1860-0816