A high-cycle accumulation (HCA) model predicting the accumulation of permanent strain or
excess pore water pressure in clay under a large number of load cycles is presented. Data …

This paper presents an approach for the automatic parameter calibration (AC) of a
hypoplastic constitutive soil model. The calibration software developed in this work simplifies …

An elastic–plastic constitutive model considering particle breakage for simulation of
crushable granular soils behavior is proposed. In the model, elastic strain rates are derived …

The installation-induced changes in the state of clayey soils caused by pile driving
processes are investigated numerically. Hydro-mechanically coupled Coupled-Eulerian …

This paper presents a computationally efficient model for vibratory pile installation. A semi-
analytical finite element (SAFE) model for thin cylindrical shells is derived to represent the …

Abstract Gentle Driving of Piles (GDP) is a new vibratory installation technology for tubular
(mono) piles. It is characterized by the simultaneous application of low-frequency axial and …

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 …

Constitutive models that are able to accurately predict cyclic soil behaviour are crucial for
finite element design of offshore foundation or railway embankments. Basic hypoplastic …

This article presents a critical discussion of the repercussion of overshooting effects on
element tests and finite-element simulations. For exemplification purposes, three advanced …

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 …