The strength and deformation behaviors of granular soil depend on the material state, ie,
density and pressure. To interpret such state-dependent behavior, different state indices …

A novel scheme to apply constitutive (continuum) soil models to the mechanical modelling of
soil‐structure interfaces is presented. Opposite to existing approaches, all normal stress …

The influence of the pile installation by vibratory or impact driving on the response to
subsequent cyclic lateral loading, as faced in the offshore environment, is investigated …

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 …

We do not warrant the suitability, accuracy, or operational characteristics of our Software.
The software is provided on an “as-is” basis. The user of the software agrees that the …

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 …

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

Analytical approaches to determine the long-term settlement of shallow foundations
subjected to dynamic cyclic loading with a large number of cycles (millions) are presented …

In the simulation of multi-phase porous media in contact with a structure, the contact
constraints to be enforced depend on the spatially discretised variables and additional …

The successful simulation of the behaviour of expansive soils using FEM strongly depends
on the acting hydromechanical processes and their proper consideration. During swelling …