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Lateral behavior of monopiles in sand under monotonic loading
Lateral behavior of monopiles in sand under monotonic loading: Insights and a new simple design model
Deep learning-based design model for suction caissons on clay
Deep learning-based design model for suction caissons on clay
Ultimate soil resistance of the laterally loaded pile in uniform sand
Ultimate soil resistance of the laterally loaded pile in uniform sand
Influence of scour protection layers on the lateral response of monopile in dense sand
Influence of scour protection layers on the lateral response of monopile in dense sand
Experimental and numerical investigation of the effect of vertical loading on the lateral behaviour of monopiles in sand
Experimental and numerical investigation of the effect of vertical loading on the lateral behaviour of monopiles in sand
Use of low-cost accelerometers for landslides monitoring
Use of low-cost accelerometers for landslides monitoring: results from a flume experiment
A simple rotational spring model for laterally loaded rigid piles in sand
A simple rotational spring model for laterally loaded rigid piles in sand
Multi-and interdisciplinary design of urban infrastructure development
Multi-and interdisciplinary design of urban infrastructure development
Field testing of axially loaded piles in dense sand
Field testing of axially loaded piles in dense sand
Impact of scour on lateral resistance of wind turbine monopiles
Impact of scour on lateral resistance of wind turbine monopiles: An experimental study
Ultimate lateral pressures exerted on buried pipelines by the initiation of submarine landslides
Ultimate lateral pressures exerted on buried pipelines by the initiation of submarine landslides
Lateral response of rigid monopiles subjected to cyclic loading
Lateral response of rigid monopiles subjected to cyclic loading: Centrifuge modelling
Large-scale physical modelling of static liquefaction in gentle submarine slopes
Large-scale physical modelling of static liquefaction in gentle submarine slopes
Influence of Pile Diameter and Aspect Ratio on the Lateral Response of Monopiles in Sand with Different Relative Densities
Influence of Pile Diameter and Aspect Ratio on the Lateral Response of Monopiles in Sand with Different Relative Densities
Hydro-mechanical analysis of a surficial landslide triggered by artificial rainfall
Hydro-mechanical analysis of a surficial landslide triggered by artificial rainfall: The Ruedlingen field experiment
Centrifuge modeling of the impact of local and global scour erosion on the monotonic lateral response of a monopile in sand
Centrifuge modeling of the impact of local and global scour erosion on the monotonic lateral response of a monopile in sand
Influence of scour depth and type on p–y curves for monopiles in sand under monotonic lateral loading in a geotechnical centrifuge
Influence of scour depth and type on p–y curves for monopiles in sand under monotonic lateral loading in a geotechnical centrifuge
Ground response during offshore pile driving in a sandy slope
Ground response during offshore pile driving in a sandy slope
Influence of vertical loading on behavior of laterally loaded foundation piles
Influence of vertical loading on behavior of laterally loaded foundation piles: A review
Pile driving and submarine slope stability
Pile driving and submarine slope stability: a hybrid engineering approach
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