Characterisation of interface friction strain-rate dependency of soft sediments at low stresses using a ring penetrometer

2024-10-1

Erratum

2024-9-18

Correlative neutron and X-ray tomography imaging of pile installation in chalk

2024-9-1

Coupled filtration-consolidation model for vacuum-preloaded soft ground

2024-8-27

Capturing the random mechanical behavior of granular materials: A comprehensive stochastic discrete element method study

2024-8-26

On the development of effective heave pressure in deep excavations

2024-8-23

Monotonic and cyclic lateral loading of piles in low to medium density chalk

2024-8-23

Approximate upper- and lower-bound analyses of translational rainfall-induced landslides in curvilinear hillsl

2024-8-21

Salinity and oven-drying effects on the plasticity of a marine soft clay

2024-8-21

Influence of grading in compacted tailings behaviour: towards resilient design

2024-8-19

The impact of thermal-hydraulic variation on tunnel long-term performance: a tale of two tunnels

2024-8-9

Microscale insights into enzyme-induced carbonate precipitation in rock-based microfluidic chips

2024-8-5

Determination of the coefficient of consolidation by piezocone tests under partially drained conditions

2024-8-1

Experimental investigation of the seismic performance of caisson foundations supporting bridge piers

2024-8-1

Variability of the stress field on intermediate length scales during the triaxial compression of granular materials

2024-7-31

Development of a new soil-structure contact stress sensor for underground construction applications

2024-7-18

Axial behaviour of steel pipelines buried in sand: effects of surface roughness and hardness

2024-7-18

Discussion on “Pore pressure coefficient in frozen soils”

2024-7-16

Quantification of spatial heterogeneity and its influence on particle migration

2024-7-16

Particle tracking–aided digital volume correlation for clay-sand soil mixtures

2024-7-11

Maximum shear modulus anisotropy of rooted soils

2024-7-9

Constitutive modelling in computational geomechanics – 61st Rankine lecture, British Geotechnical Association, 2023

2024-7-9

Role of bacteria on bio-induced calcium carbonate formation: insights from droplet microfluidic experiments

2024-7-8

A modified linear-elastic model for calibration of resonant column devices accommodating drive system compliance

2024-7-3

Strength behaviour of stacked phosphogypsum incorporating dissolution–recrystallisation equilibrium

2024-7-1

Anisotropic hydraulic conductivity of as-compacted, bare and vegetated soils

2024-7-1

Effects of urease and cementing solution concentrations on micro-scale enzymatic mineralization characteristics

2024-6-27

Predictive abilities of constitutive models for clay under monotonic and cyclic loading: element tests and centrifuge experiments

2024-6-22

Aquathermal effect of anomalous pressure generation in consolidating minefill

2024-6-19

Undrained three-dimensional behaviour of soft clay under horizontal one-way and vertical two-way cyclic loading

2024-6-18

On the mechanical behaviour of a coral silt from the South China Sea

2024-6-13

Bearing performance of a novel caisson-plate gravity anchor

2024-6-11

Two-dimensional experimental assessment of interaction energy-induced suffusion in sand-clay mixtures

2024-6-10

On the influence of the shearing rate on the monotonic and cyclic response of Malaysian kaolin

2024-6-4

Footprints on the beach: visualizing dilation-induced air entry

2024-6-4

Micromechanical analysis of contact erosion under cyclic loads using the coupled CFD‒DEM method

2024-6-4

Analysis and intrinsic correlations of partially head-restrained piles under lateral loading: virgin sites and new-existing pile sites

2024-6-1

An elasto-plastic numerical analysis of THM responses of floating energy pile foundations subjected to asymmetrical thermal cycles

2024-6-1

A bio-hydro-chemical model for gas pressure development in municipal solid waste landfills

2024-6-1

Discussion of “Liquefaction susceptibility of clayey sands under saturated and partially saturated conditions” by Amini and Yang

2024-5-31

Examining the adaptive elastic anisotropy of granular materials

2024-5-31

Use of shells for the mechanical stabilisation of sediments: a valuable geomechanical perspective?

2024-5-23

Introducing tunnel kinematic constraints into an elastic continuum formulation of tunnel-soil-pipeline interaction

2024-5-16

Backward erosion piping in geotechnical infrastructure: a rate process perspective

2024-5-16

Experimental study on the influence of cyclic loading frequency on liquefaction characteristics of saturated sand

2024-5-15

Mechanized deep tunnel excavation in saturated clayey soils: a pre-design hydro-mechanically coupled method for the assessment of both spoil and face volume loss

2024-5-15

Dynamic stress analysis of rock joints under railway loading

2024-5-10

Small-strain shear modulus and liquefaction resistance of calcareous sand with non-plastic fines

2024-5-9

Editorial

2024-5-1

An experimental investigation into the behaviour of destructured chalk under cyclic loading

2024-5-1