Preloading of four-legged jack-ups in clay: Geotechnical time effects and fulfilment of preloading criteria

A material point/finite volume method for coupled shallow water flows and large dynamic deformations in seabeds

Gentle Driving of Piles at a Sandy Site Combining Axial and Torsional Vibrations: Quantifying the Influence of Pile Installation Method on Lateral Behavior

Deep learning-based design model for suction caissons on clay

Gentle Driving of Piles (GDP) at a sandy site combining axial and torsional vibrations: Part II - cyclic/dynamic lateral loading tests

Gentle Driving of Piles (GDP) at a sandy site combining axial and torsional vibrations: Part I - installation tests

Influence of static–cyclic load misalignment on the drained tilting response of offshore monopiles in sand

Large diameter laterally loaded piles in sand: Numerical evaluation of soil stress paths and relevance of laboratory soil element testing

A memory-enhanced p-y model for piles in sand accounting for cyclic ratcheting and gapping effects

Fully implicit, stabilised MPM simulation of large-deformation problems in two-phase elastoplastic geomaterials

Relating cone penetration resistance to sand state using the material point method

Impact of cyclic strain accumulation on the tilting behaviour of monopiles in sand: An assessment of the Miner's rule based on SANISAND-MS 3D FE modelling

Pipeline flotation in liquefied sand: A simplified transient model

Fully implicit, stabilised, three-field material point method for dynamic coupled problems

An explicit stabilised material point method for coupled hydromechanical problems in two-phase porous media

3D FE-Informed Laboratory Soil Testing for the Design of Offshore Wind Turbine Monopiles

From cyclic sand ratcheting to tilt accumulation of offshore monopiles: 3D FE modelling using SANISAND-MS

Development of a Robust Coupled Material Point Method

Frequency effects in the dynamic lateral stiffness of monopiles in sand: insight from field tests and 3D FE modelling

Experimental identification of the dynamic behaviour of pile-soil system installed by means of three different pile-driving techniques