Haoyuan Liu

Norwegian Geotechnical Institute

Norway

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Articles (10)

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

Year:

2023

Impact of hyper-elasticity on cyclic sand modelling: A numerical study based on SANISAND-MS

Year:

2023

Characteristics of cyclic undrained model SANISAND-MSu and their effects on response of monopiles for offshore wind structures

Year:

2023

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

Year:

2023

Cyclic Capacity of Monopiles in Sand under Partially Drained Conditions: A Numerical Approach

Year:

2023

Load history idealisation effects for design of monopiles in clay

Year:

2022

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

Year:

2022

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

Year:

2022

Monopile responses to monotonic and cyclic loading in undrained sand using 3D FE with SANISAND-MSu

Year:

2022

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

Year:

2021

Collaborators (2)

Andrea Diambra

University of Bristol

UNITED KINGDOM

Erdin Ibraim

University of Bristol

UNITED KINGDOM

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