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A bounding surface compression model with a unified virgin line for saturated and unsaturated soils
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| -
The critical state of granular media: convergence, stationarity and disorder
Online Contents | 2016| -
Displacement rate effects during T-bar cycling in remoulded Gulf of Mexico clay
Online Contents | 2016| -
Extraction response of skirted foundations and a spudcan on sand-over-clay deposits
Online Contents | 2016| -
Experimental study of viscoplastic mechanisms in clay under complex loading
Online Contents | 2016| -
Stiffness and shear strength of unsaturated soils in relation to soil-water characteristic curve
Online Contents | 2016| -
A macroelement framework for shallow foundations including changes in configuration
Online Contents | 2016| -
Exploring one-dimensional compression of compacted clay under constant degree of saturation paths
Online Contents | 2016| -
Numerical modelling of transient cyclic vertical loading of suction caissons in sand
Online Contents | 2016| -
The influence of particle surface roughness on elastic stiffness and dynamic response
Online Contents | 2016| -
Image-based measurement of one-dimensional compressibility in cement-treated soils
Online Contents | 2016| -
An investigation of breakage behaviour of single sand particles using a high-speed microscope camera
Online Contents | 2016| -
Centrifuge modelling of spudcan–pile interaction in soft clay overlying sand
Online Contents | 2016|
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