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A bounding surface compression model with a unified virgin line for saturated and unsaturated soils
Online Contents | 2017| -
Anisotropic linear elastic materials subject to undrained plane strain deformation
Online Contents | 2017| -
A rate-dependent breakage model based on the kinetics of crack growth at the grain scale
Online Contents | 2017| -
Retrogressive shear band propagation and spreading failure criteria for submarine landslides
Online Contents | 2017| -
A centrifuge study of the seismic response of pile–raft systems embedded in soft clay
Online Contents | 2017| -
The influence of particle surface roughness on elastic stiffness and dynamic response
Online Contents | 2017| -
Exploring one-dimensional compression of compacted clay under constant degree of saturation paths
Online Contents | 2017| -
The evolution of seabed stiffness during cyclic movement in a riser touchdown zone on soft clay
Online Contents | 2017| -
Non-linear SSI analysis in time domain using coupled FEM–SBFEM for a soil–pile system
Online Contents | 2017| -
The shear stiffness characteristics of four Eocene-to-Jurassic UK stiff clays
Online Contents | 2017| -
Anisotropic linear elastic materials subject to undrained plane strain deformation
Online Contents | 2017| -
Displacement rate effects during T-bar cycling in remoulded Gulf of Mexico clay
Online Contents | 2017| -
Extraction response of skirted foundations and a spudcan on sand-over-clay deposits
Online Contents | 2017| -
Effect of surface roughness on the shaft resistance of non-displacement piles embedded in sand
Online Contents | 2016| -
Image-based measurement of one-dimensional compressibility in cement-treated soils
Online Contents | 2016|