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A state-dependent multilaminate constitutive model for anisotropic sands
A state-dependent multilaminate constitutive model for anisotropic sands
On the design of bank revetments at inland waterways subjected to ship-induced water level drawdown
On the design of bank revetments at inland waterways subjected to ship-induced water level drawdown: A probabilistic infinite slope analysis
Numerical investigation of liquefaction susceptibility of sands considering fabric effects
Numerical investigation of liquefaction susceptibility of sands considering fabric effects
Periodic random fields to perform site response and liquefaction susceptibility analysis
Periodic random fields to perform site response and liquefaction susceptibility analysis
Predicting subsurface classification in 2D from cone penetration test data
Predicting subsurface classification in 2D from cone penetration test data
Machine learning for prediction of undrained shear strength from cone penetration test data
Machine learning for prediction of undrained shear strength from cone penetration test data
Predicting subsurface stratigraphy using an improved Coupled Markov Chain method
Predicting subsurface stratigraphy using an improved Coupled Markov Chain method
A material point/finite volume method for coupled shallow water flows and large dynamic deformations in seabeds
A material point/finite volume method for coupled shallow water flows and large dynamic deformations in seabeds
Reliability-Based Partial Factors Considering Spatial Variability of Strength Parameters
Reliability-Based Partial Factors Considering Spatial Variability of Strength Parameters
A Semi-micromechanical Framework for Anisotropic Sands
A Semi-micromechanical Framework for Anisotropic Sands
Shear creep behaviour of soil-structure interfaces under thermal cyclic loading
Shear creep behaviour of soil-structure interfaces under thermal cyclic loading
Interplay Between Friction and Cohesion
Interplay Between Friction and Cohesion: A Spectrum of Retrogressive Slope Failure
Influence of static–cyclic load misalignment on the drained tilting response of offshore monopiles in sand
Influence of static–cyclic load misalignment on the drained tilting response of offshore monopiles in sand
Experimental investigation of soil–structure interface behaviour under monotonic and cyclic thermal loading
Experimental investigation of soil–structure interface behaviour under monotonic and cyclic thermal loading
Implementing Dynamic Boundary Conditions with the Material Point Method
Implementing Dynamic Boundary Conditions with the Material Point Method
Liquefaction Assessment and Soil Spatial Variation
Liquefaction Assessment and Soil Spatial Variation
Numerical modelling of spatial variability and geotechnical uncertainty
Numerical modelling of spatial variability and geotechnical uncertainty
Comparison of 1D and 2D liquefaction assessment methods considering soil spatial variability
Comparison of 1D and 2D liquefaction assessment methods considering soil spatial variability
Fully implicit, stabilised MPM simulation of large-deformation problems in two-phase elastoplastic geomaterials
Fully implicit, stabilised MPM simulation of large-deformation problems in two-phase elastoplastic geomaterials
Fully implicit, stabilised, three-field material point method for dynamic coupled problems
Fully implicit, stabilised, three-field material point method for dynamic coupled problems
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