Geotechnical Bearing Capacity of Timber Piles in the City of Amsterdam: Derivation of bearing capacity prediction factors based on static load tests conducted on instrumented timber piles

Determination of differential settlements of high-rise building foundations in soft soil conditions: A framework for daily engineering practice

Seismic liquefaction analysis of a critical facility with PM4Sand in Plaxis

Practical Engineering Design Tool for Vibration Sensitive Laboratory Building Structures: Development of a practical design tool based on a scientific model for an early design of vibration sensitive laboratory building structures excited by traffic induced vibrations for use in engineering practice

Feasibility of curved pipe pull operations: A research based on a numerical model and physical experiments

Capturing 3D Continuum Effects in a 1D Soil-Structure Interaction Model for Seismic Analysis of Offshore Wind Turbines

3D FE seismic analysis of a monopile-supported offshore wind turbine in a non-liqueable soil deposit

Post-Liquefaction Soil-Structure Interaction of Pipelines Buried in Sand: Using Modern Simulation Techniques

Reliability based Assessment of Quay Walls

A Winkler Model for the Seismic Analysis of Monopile Foundations: An Exploratory Study on the Modelling of Soil-Structure Interaction during Earthquakes

Three-dimensional finite element analysis of offshore jack-up structures accounting for non-linear soil-structure interaction

The capabilities of the Plaxis Shotcrete material model for designing laterally loaded reinforced concrete structures in the subsurface

Optimization of modeling pile foundations

De Industriële Tunnelbouw Methode in het Ondergronds Logistiek Systeem / The Industrial Tunnelling Method in the Underground Logistic System: Een analyse van de tunnel-grond interactie in axiale richting / Analysis of axial soil – structure interaction