Titlebook: Holistic Simulation of Geotechnical Installation Processes; Numerical and Physic Th. Triantafyllidis Book 2015 Springer International Publi

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On Soil Deformation and Stress Redistribution Around Pressed-in and Vibrated Displacement Pile Tipshaft friction at a certain depth as the pile penetrates further. A discussion on the comparability with numerical results and on the influence of disturbing boundary effects concludes this contribution.

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Modelling of Soil Structure Interaction by Applying a Hypoplastic Material Behaviour Within Mortar o the inelastic material behaviour. As constitutive law a hypoplastic material model is used, which represents volume changing effects of sand due to loading, which are specific for granular media. The discretisation of the contact constraints based on mortar method will be described. A robust hypop

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,Neohypoplasticity—Estimation of Small Strain Stiffness, assumption of stress dependence of . have been used to purify the measured test data. A general curve-fitting strategy for testing of different constitutive models is developed. Some shortcomings of PE and HCA could be observed.

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Simulation of Soils Under Rapid Cyclic Loading Conditions,a materially incompressible pore fluid. The governing material parameters of the solid skeleton have been identified for the research-unit sand. The underlying equations are used to simulate soils under rapid cyclic loading conditions. In this regard, the semi-infinite domain is split into a near fi

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https://doi.org/10.1007/978-3-319-18170-7Deformation Behavior Soils; Dynamic Interaction with Soil; Geotechnical Engineering; Geotechnical Insta

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