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Influence of Scour Protection on the Vertical Bearing Behaviour of Monopiles in Sand
Influence of Scour Protection on the Vertical Bearing Behaviour of Monopiles in Sand
Scour Effect on the Lateral Bearing Behaviour of Monopiles Considering Different Slenderness Ratios
Scour Effect on the Lateral Bearing Behaviour of Monopiles Considering Different Slenderness Ratios
A CPT-based multi-spring model for lateral monopile analysis under SLS conditions in sand
A CPT-based multi-spring model for lateral monopile analysis under SLS conditions in sand
Influence of Installation Method on the Axial Capacity of Piles in Very Dense Sand
Influence of Installation Method on the Axial Capacity of Piles in Very Dense Sand
Penetration of unconventional spudcan foundations using back analyses of large deformation CPT profiles
Penetration of unconventional spudcan foundations using back analyses of large deformation CPT profiles
Quantitative assessment of earthquake-induced building damage at regional scale using LiDAR data
Quantitative assessment of earthquake-induced building damage at regional scale using LiDAR data
A study of stone arch bridge’s flood reliability through a surrogate model approach
A study of stone arch bridge’s flood reliability through a surrogate model approach
A method to quantify the beneficial effect of scour protection on lateral behaviour of monopiles for offshore wind turbines
A method to quantify the beneficial effect of scour protection on lateral behaviour of monopiles for offshore wind turbines
Base Resistance of Screw Displacement Piles in Sand
Base Resistance of Screw Displacement Piles in Sand
Pullout Capacity of Single and Biwing Anchors in a Soft Clay Deposit
Pullout Capacity of Single and Biwing Anchors in a Soft Clay Deposit: Model Investigation in a Centrifuge and FEM Predictions
Assessing the vulnerability of a Dutch river dyke to rising water levels
Assessing the vulnerability of a Dutch river dyke to rising water levels
Application of axial load tests in the Netherlands to offshore pile design
Application of axial load tests in the Netherlands to offshore pile design
Estimation of spudcan penetration in variable sand deposits with the Arbitrary Lagrangian Eulerian Finite Element Method
Estimation of spudcan penetration in variable sand deposits with the Arbitrary Lagrangian Eulerian Finite Element Method
Closure to
Closure to "cPT-Based Axial Capacity Design Method for Driven Piles in Clay"
An anchoring system for supporting platforms for wind energy devices
An anchoring system for supporting platforms for wind energy devices
Risk based life-cycle planning for flood-resilient critical infrastructure
Risk based life-cycle planning for flood-resilient critical infrastructure
Deep learning-based design model for suction caissons on clay
Deep learning-based design model for suction caissons on clay
Evaluation of Creep Behavior of Soft Soils by Utilizing Multisensor Data Combined with Machine Learning
Evaluation of Creep Behavior of Soft Soils by Utilizing Multisensor Data Combined with Machine Learning
Numerical analyses of energy balance and installation mechanisms of large-diameter tapered monopiles by impact driving
Numerical analyses of energy balance and installation mechanisms of large-diameter tapered monopiles by impact driving
Residual stress measurement of driven precast piles using distributed fibre optic sensors
Residual stress measurement of driven precast piles using distributed fibre optic sensors
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