Titlebook: Recent Developments of Soil Mechanics and Geotechnics in Theory and Practice; Theodoros Triantafyllidis Conference proceedings 2020 Spring

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Conference proceedings 2020mily of constitutive soil description methods, which take into account the recent loading history and the dilatancy effects. Particular attention is also paid to the numerical implementation of multi-phase material under dynamic loads, and to geotechnical installation processes. In turn, the book ad

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Geomechanical Influences of Interface Dilatancycal interface, due to relative shear movement in the plane of the discontinuity. The dilatant phenomena will result in displacements in a direction normal to the shear movement and these displacements will be influenced by the elasticity of the geological materials and the compression at the interfa

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On FE Modeling of Two-Phase Media Using the ,-Discretizationmplified manner into the balance equation and into the conservation of mass. This leads to a symmetric element matrix. Also the inertial interaction force associated with this difference are taken into account. It turns out, however, that numerical errors due to the standard Galerkin spatial discret

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Possibilities and Limitations of ALE Large Deformations Analyses in Geotechnical Engineeringanalyzed by means of conventional Lagrangian FEM, such an approach exhibits considerable shortcomings when the soil undergoes significant deformation. Hence methods have been developed which overcome these shortcomings. Among the methods using a computational mesh, the most promising approaches incl

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