The development of a hydro-mechanically coupled Coupled-Eulerian–Lagrangian (CEL)
method and its application to the back-analysis of vibratory pile driving model tests in water …

This paper provides a manual for the thorough calibration of material parameters of the
anisotropic visco ISA (AVISA) model and discusses some of the pitfalls that can arise when …

The installation process changes the state of the soil in the vicinity of a pile and therefore
influences its load-displacement behaviour during the operational phase following the …

Mainly, two divisions are encountered in the literature regarding constitutive models: elasto‐
plasticity and hypoplasticity. In addition, barodesy and the framework of generalized …

The simulation of the installation of open-ended piles using a Coupled Eulerian-Lagrangian
method in conjunction with two sophisticated constitutive soil models, Sanisand and …

Assessment of the seismic slope stability in terms of a factor of safety (FoS) is often
addressed using pseudo-static approaches neglecting material-induced failure and the role …

Deep vibratory compaction (DVC) is an effective ground improvement method for granular
soils in a loose initial state. An efficient numerical approach to simulate the whole process of …

This work presents contributions to the numerical modelling of the installation process and
subsequent high-cyclic loading of piles, such as relevant for pile foundations for offshore …

The back-analysis of model tests on piles subjected to high-cyclic lateral loading using the
high-cycle accumulation (HCA) model is presented. The installation of the pile prior to the …

In diesem Aufsatz werden neue Entwicklungen im Rahmen des Finite‐Elemente‐
Programms numgeo vorgestellt und deren Anwendbarkeit und Robustheit durch Simulation …