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Machine Learning Aided Reliability Analysis for Spatially Varying Slopes in 2D and 3D
Machine Learning Aided Reliability Analysis for Spatially Varying Slopes in 2D and 3D
Resistance of closed-ended piles in a layered soil
Resistance of closed-ended piles in a layered soil: A comparison of existing base and shaft capacity methods based on the measured jacking force
First steps into the calibration chamber pile tests with glauconitic sands
First steps into the calibration chamber pile tests with glauconitic sands: On the behaviour of the sand fraction from glauconitic sand of the Kattendijk formation in Antwerp, Belgium
Spatial variability in dike stability assessments
Spatial variability in dike stability assessments
Shear strength of sand mixed with Al-OM flocs: an experimental study
Shear strength of sand mixed with Al-OM flocs: an experimental study
Reliability Based Design Optimization on Quay Walls by re-calculating partial factors
Reliability Based Design Optimization on Quay Walls by re-calculating partial factors
Soil – Anchor Interaction of a Floating Offshore Wind Turbine under Cyclic Load
Soil – Anchor Interaction of a Floating Offshore Wind Turbine under Cyclic Load
Lateral Response of Monopiles in Sand under Monotonic and Cyclic Loads
Lateral Response of Monopiles in Sand under Monotonic and Cyclic Loads: A 3D Finite Element Investigation
Finite element analysis of fractured rock mass with PLAXIS 2D using different discontinuity constitutive models
Finite element analysis of fractured rock mass with PLAXIS 2D using different discontinuity constitutive models
Settlement Predictions of The Noordtunnel: A Numerical Simulation
Settlement Predictions of The Noordtunnel: A Numerical Simulation
Strength development of soft soils
Strength development of soft soils: Prediction and verification of undrained shear strength for loaded soft soils
Characterization of undrained shear strength in Dutch sites using Hierarchical Bayesian Modelling
Characterization of undrained shear strength in Dutch sites using Hierarchical Bayesian Modelling
Finite element analysis of flow liquefaction in a tailings dam using two advanced constitutive soil models
Finite element analysis of flow liquefaction in a tailings dam using two advanced constitutive soil models: A comparative study of CASM and NorSand
Monotonic Lateral Monopile Response in Weak Rock and the Influence of Crushed Rock due to Impact Driving
Monotonic Lateral Monopile Response in Weak Rock and the Influence of Crushed Rock due to Impact Driving
Advanced constitutive model parameter determination, optimisation and selection using a database of triaxial tests and machine learning tools
Advanced constitutive model parameter determination, optimisation and selection using a database of triaxial tests and machine learning tools
Development of 2D subsurface site characterization by the fusion of geotechnical and geophysical data
Development of 2D subsurface site characterization by the fusion of geotechnical and geophysical data
Is under-base filling necessary?
Is under-base filling necessary?: Assessing behaviour of partially installed suction caisson
The behaviour of a flexible dolphin in the Port of Rotterdam
The behaviour of a flexible dolphin in the Port of Rotterdam
Analysis of constitutive models for peat under deviatoric loading
Analysis of constitutive models for peat under deviatoric loading
On the role of intrinsic soil properties in flow liquefaction susceptibility
On the role of intrinsic soil properties in flow liquefaction susceptibility
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