Geotechnique

Article	Citations
Editorial	84
Influence of air entrainment and gas kinetics on liquefaction triggering during tsunami loading	76
Probabilistic failure envelopes of strip foundations on soils with non-stationary characteristics of undrained shear strength	60
Assessment of Skempton's pore water pressure parametersBandAusing a high-capacity tensiometer	54
Frequency dependence of acoustic emission with particle interaction and failure process in dry sands during triaxial compression	51
Michele Jamiolkowski	49
The effect of surface roughness and shear rate during fall-cone calibration	47
Laboratory investigation on the single particle crushing strength of carbonate gravel incorporating size and shape effects	47
A complete analytical solution for axial pipeline walking considering seabed resistance as rigid plastic behaviour	43
An experimental study on factors affecting the ageing of shaft friction on steel displacement piles in sand	43
Use of fall-cone flow index for soil classification: a new plasticity chart	43
K0determination using improved experimental technique	36
On swelling behaviours of a bentonite under different water contents	34
Editorial: linear infrastructure and slopes	34
Coupled hydromechanical modelling of cone penetration in layered liquefiable soils	32
DEM modelling of mini-triaxial test based on one-to-one mapping of sand particles	31
Effects of vegetation growth on soil microstructure and hydro-mechanical behaviour	31
Effect of mean grain size on shear modulus degradation and damping ratio curves of sands	28
Cyclic liquefaction of granular materials with varied forms under multidirectional loads	28
The impact of thermal–hydraulic variation on tunnel long-term performance: a tale of two tunnels	28
Editorial	26
On the influence of the shearing rate on the monotonic and cyclic response of Malaysian kaolin	26
Impact behaviour of dry granular flow against baffle structure: coupled effect of Froude and particle characteristics	26
An experimental study into the ultimate capacity of an ‘impression’ pile in clay	25
Cavity expansion in cohesive-frictional soils with limited dilation	24

Announcement: Award-winning papers in 2021	24
Modelling unsaturated silty tailings and the conditions required for static liquefaction	24
Editorial	23
Influence of particle size on the small-strain stiffness in granular soils: experimental observations and micromechanical interpretation	23
Direct estimation of shear-wave velocity profiles from surface wave investigation of geotechnical sites	23
From cyclic sand ratcheting to tilt accumulation of offshore monopiles: 3D FE modelling using SANISAND-MS	23
Quantitative shear strength–consolidation stress–void ratio interrelations for reconstituted clays	23
Observed behaviour of old railway embankments formed of ash and dumped clay fill	23
A bounding surface plasticity model for cemented sand under monotonic and cyclic loading	22
On the fundamental nature of the state parameter	21
Deformation and failure mechanisms of granular soil around pressurised shallow cavities	21
Stress field on intermediate length scales during triaxial compression	20
Effect of strain-softening and strength anisotropy on the undrained bearing capacity of non-associated clay	20
Causes of the high friction angle of diatomaceous soil: microscale and nanoscale insights	19
A model for hydraulic conductivity of compacted bentonite – inclusion of microstructure effects under confined wetting	19
Non-dimensional solutions for the stabilising piles in landslides in layered cohesive soils considering non-linear soil–pile interactions	19
Controlling factors for post-failure evolution of subaqueous landslides	19
Reliability of CPT measurements in sand – influence of spacing	19
A multiaxial constitutive model for fibre-reinforced sand	19
Centrifuge modelling on monotonic and cyclic lateral behaviour of monopiles in kaolin clay	19
Interfacial resistance model for electro-osmotic system	19
Hyperbolic spiral model for predicting reverse fault ruptures in sand based on centrifuge tests	18
Void states perspective for critical hydraulic gradient of internally unstable non-cohesive soils	18
Global and local sand–geosynthetic interface behaviour	18
Small-strain shear modulus and yielding characteristics of compacted high-plasticity clay	18
On the reliability assessment of a controlled dyke failure	17
Evolution of surface roughness of single sand grains with normal loading	17
Upper-bound solutions for inclined capacity of suction caissons in a trenched seabed	16
On the mechanical behaviour of a coral silt from the South China Sea	16
Application of Carrillo's method in unsaturated soil consolidation	16
Using geophysical data to quantify stress transmission in gap-graded granular materials	16
Particle-scale observation of seepage flow in granular soils using PIV and CFD	16
Characterisation of interface friction strain-rate dependency of soft sediments at low stresses using a ring penetrometer	16
Anisotropic hydraulic conductivity of as-compacted, bare and vegetated soils	16
Strength and dilatancy of sand before and after stabilisation with colloidal-silica gel	16
Constitutive model for monotonic and cyclic loading on anisotropic clays	15
Effect of embedding depth on the monotonic lateral response of monopiles in sand: centrifuge and numerical modelling	15
An analytical solution for self-weight consolidation based on one-dimensional small-strain consolidation wave theory	15
Progressive development of soil arching and deformations in two- and three-dimensional trapdoor tests	15
Mechanical behaviour of a weakly structured soil at low confining stress	15
Investigation of the hydraulic conductivity of an unsaturated compacted bentonite/claystone mixture	15
Numerical simulation of underground excavations in an indurated clay using non-local regularisation. Part 1: formulation and base case	15
PredictingVpand constrained modulus reduction curve based onVsand shear modulus reduction curve in accordance with poroelastic theory	15
Experimental observations from cyclic cone penetrometer testing in clay	14
Experimental investigation of the seismic performance of caisson foundations supporting bridge piers	14
Interaction domains of pile groups in cohesive soils under generalised loads	14
A practical two-parameter model of pile–soil gapping for prediction of monopile offshore wind turbine dynamics	14
A simplified theoretical model to predict the shear behaviour of concrete–rock joints with Gaussian irregularities	14
A bio-hydro-chemical model for gas pressure development in municipal solid waste landfills	14
A multi-phase, multi-component model for coupled processes in anaerobic landfills: theory, implementation and validation	13

Frost heave in coarse-grained soils: experimental evidence and numerical modelling	13
SANISAND-MSf: a sand plasticity model with memory surface and semifluidised state	13
The interaction between the SEIS seismometer of the InSight Martian mission and a regolith simulant	13
Aquathermal effect of anomalous pressure generation in consolidating minefill	13
Numerical assessment of the effects of end-restraints and a pre-existing fissure on the interpretation of triaxial tests on stiff clays	13
Innovative methods of ground improvement for railway embankment peat fens foundation soil	13
Time-lapsed in situ monitoring of mechanical property in deep soil mixing with surface wave	13
Scale effects during cone penetration in spatially variable clays	13
Centrifuge modelling of the use of discretely spaced energy pile row to reinforce unsaturated silt	13
Spudcan–pile interaction in sand-over-clay: centrifuge modelling	13
Application of ray methods to one-dimensional site response of inhomogeneous soil deposits	12
Predictive modelling of thermo-active tunnels in London Clay	12
How energy is consumed in vacuum preloading treatment of soft ground	12
A hydrodynamic model for chemo-mechanics of poroelastic materials	12
Quantifying fabric anisotropy of granular materials using wave velocity anisotropy: a numerical investigation	12
Experimental study of the performance of a 32 m deep excavation in the suburbs of Paris	12
Weather-driven deterioration processes affecting the performance of embankment slopes	12
Editorial	12
On the development of effective heave pressure in deep excavations	12
Self-healing soil mix cut-off wall materials incorporating reactive magnesium oxide pellets	12
Distributed fibre optic sensing for sinkhole early warning: experimental study	12
Influence of failure mechanism on seismic bearing capacity factors for shallow foundations near slopes	12
Numerical modelling of a tunnel adjacent to a surface structure in liquefiable ground	12
Géotechnique reviewers	12
Interaction between TBMs and heavily squeezing purely cohesive grounds	12
Géotechnique reviewers	11
Two-phase MPM modelling of debris flow impact against dual rigid barriers	11
A machine learning-based strategy for experimentally estimating force chains of granular materials using X-ray micro-tomography	11
On mechanical behaviour of clastic soils: numerical simulations and constitutive modelling	11
A swelling pressure cell for X-ray diffraction test	11
Pore water pressure and total horizontal stress response to EPBM tunnelling in London Clay	11
Integrated effects of inherent and induced anisotropy on reliquefaction resistance of Toyoura sand with different strain histories	11
On the effectiveness of slope-stabilising piles for soils with distinct strain-softening behaviour	11
Maximum shear modulus anisotropy of rooted soils	11
Hydro-mechanical analysis of a surficial landslide triggered by artificial rainfall: the Ruedlingen field experiment	11
Pile response to multi-directional lateral loading usingP–ycurves approach	11
Modelling the infiltration behaviour of foam into saturated sand considering capillary resistance for EPB shield tunnelling	11
Evolution of particle morphology and mode of fracture during the oedometric compression of sand	11
Characteristics of cyclic undrained model SANISAND-MSu and their effects on response of monopiles for offshore wind structures	11
Strength behaviour of stacked phosphogypsum incorporating dissolution–recrystallisation equilibrium	10
Announcement: Award-winning papers in 2020	10
Non-stationary anisotropy-dependent critical state for clays	10
DEM modelling of root circumnutation-inspired penetration in shallow granular materials	10
Sand deformation mechanisms and earth pressures mobilised with passive rigid retaining wall movements	10
Flume study on the effects of microbial induced calcium carbonate precipitation (MICP) on the erosional behaviour of fine sand	10
Coupled THM analysis of a full-scale test for high-level nuclear waste and spent fuel disposal under actual repository conditions during 18 years of operation	10
Results of a critical state line testing round robin programme	10
Coupling cyclic and water retention response of a clayey sand subjected to traffic and environmental cycles	10
Instability of iron ore tailings–geotextile interface: a direct simple shear study	10
Internal erosion in hydrophobic and hydrophilic soils	10
Géotechnique reviewers	10
David Greenwood	10
Influence of soil microstructure on air permeability in compacted clay	10
Updating model parameters and predictions in SEM tunnelling using a surrogate-based Bayesian approach	10
Editorial	10
The role of abrasion in cyclically sheared soil–structure interfaces	10
Instability of municipal solid waste along the constant deviatoric stress path and its engineering significance	9
An extended kinematic hardening constitutive model to include unsaturated behaviour for the prediction of soil deterioration	9
Transitioning from the funicular to the pendular regime in granular soils	9
An inertial macroelement for bridge abutments	9
Time-dependent processes influencing offshore foundations in clay: an experimental study on plate anchors	9
A resolved CFD–DEM investigation on granular sand sedimentation considering realistic particle shapes	9
Large-strain analysis of undrained smooth tube sampling	9
Influence of grading in compacted tailings behaviour: towards resilient design	9
The initial, primary and secondary consolidation response of soft clay reinforced with a granular column under isolated loading	9
Seismic harmonic response of inhomogeneous soil: scaling analysis	9
The full state of stress in monotonic simple shear tests on sand	9
Hysteretic water-retention behaviour of unsaturated hydrophobised soils	9
Progressive internal erosion during triaxial shearing: an X-ray micro-computed tomography study	9
Tunnel–framed building interaction: comparison between raft and separate footing foundations	9
Small-strain shear stiffness anisotropy of a saturated clayey loess	9
Non-coaxiality behaviours and unified flow rule of soil–structure interfaces	9
Undrained uplift resistance of under-reamed open caisson shafts	9
Load–deflection of flexible ring-net barrier in resisting debris flows	8
Effects of bio-chemo-mechanical processes on the properties of contaminated marine sediments	8
Experimental study on gasketed bell-and-spigot joint behaviour of lined-corrugated HDPE pipe subjected to normal fault	8
Long-term field performance of non-vegetated and vegetated three-layer landfill cover systems using construction waste without geomembrane	8
Effect of concreting pressure on ground response caused by installation of diaphragm wall panels	8
Advanced in situ and laboratory characterisation of the ALPACA chalk research site	8
The first microcapsule-based self-healing cement–bentonite cut-off wall materials	8

Innovative monitoring of the response of a heritage masonry building to nearby tunnelling in London Clay	8
A non-linear static analysis for the seismic design of single-span integral abutment bridges	8
Failure mechanisms of sand under asymmetrical cyclic loading conditions: experimental observation and constitutive modelling	8
An experimental investigation challenging the thermal collapse of sand	8
Use of shells for the mechanical stabilisation of sediments: a valuable geomechanical perspective?	8
Micromechanical analysis of contact erosion under cyclic loads using the coupled CFD–DEM method	8
Shear strength anisotropy of rooted soils	8
Surface foundation subjected to strike-slip faulting on dense sand: centrifuge testing versus numerical analysis	8
In situ water retention monitoring system of an operational dyke	7
Numerical modelling of a structure with shallow strip foundation during earthquake-induced liquefaction	7
Effects of solid fraction of saturated granular flows on overflow and landing mechanisms of rigid barriers	7
Lateral load response of large-diameter monopiles in sand	7
The initial fabric of undisturbed and reconstituted fluvial sand	7
Re-examination and analysis of test data on consolidation of soft soils exhibiting creep with different thicknesses	7
Experimental study on the influence of cyclic loading frequency on liquefaction characteristics of saturated sand	7
Lateral force–displacement response of buried pipes in slopes	7
Use of fall-cone flow index for soil classification: a new plasticity chart	7
Influence of creep on the small-strain stiffness of sand–rubber mixtures	7
Experimental study on critical state behaviour of unsaturated silty sand under constant matric suctions	7
Estimation of water retention behaviour of bentonite based on mineralogy and mercury intrusion porosimetry tests	7
Monotonic and cyclic lateral loading of piles in low- to medium-density chalk	7
A design method for flexible retaining walls in clay	7
A preliminary exploration of the micro-scale behaviour of capillary barrier effect using microfluidics	7
Numerical assessment of tip damage during pile installation in boulder-rich soils	7
Thermo-mechanical behaviour of peats under 1D compression	7
Effect of principal stress direction on the instability of sand under the constant shear drained stress path	7
Peridynamic modelling of clay erosion	7
Effects of urease and cementing solution concentrations on micro-scale enzymatic mineralisation characteristics	7
Performance of rocking foundations on unsaturated soil layers with variable groundwater levels	7
Exploring the micro-to-macro response of granular soils with real particle shapes by way of μCT-aided DEM analyses	7
A micromechanical model for estimating the shear modulus and damping ratio of loose sands under low stresses: application to a Mars regolith simulant	7
Equivalent state theory for mixtures of sand with non-plastic fines: a DEM investigation	7
Drying effect on the microstructure of compacted salted silt	7
Liquefaction-induced flow-like landslides: the case of Valarties (Spain)	7
Backward erosion piping in geotechnical infrastructure: a rate process perspective	6
Use of synthesised polymers for the development of new osmotic tensiometers	6
Shear strength of interface between high-performance concrete and claystone in the context of a French radioactive waste repository project	6
Effects of embedding depth and load eccentricity on lateral response of offshore monopiles in dense sand: a centrifuge study	6
Representation of three-dimensional unsaturated flow in heterogeneous soil through tractable Gaussian random fields	6
Centrifuge modelling of whole-life pipe–soil interaction in clay with different overconsolidation ratios	6
Interpretation of centrifuge CPT data in normally consolidated silica and carbonate sands	6
Settlement of a pile under cyclic lateral loads in dry sand	6
Comparison of soil improvement methods using crude soybean enzyme, bacterial enzyme or bacteria-induced carbonate precipitation	6
Automatic soil desiccation crack recognition using deep learning	6
Drained and undrained behaviour of a sandy silt gold tailings under general multiaxial conditions	6
Pore changes in an illitic clay during one-dimensional compression	6
Analysis of the micro to macro response of clays to compression	6
Cast-iron tunnels’ tolerance to imposed longitudinal settlement curvature	6
Stability analysis of a cave excavated in granular cohesionless material	6
Dynamic stress analysis of rock joints under railway loading	6
A new framework for quantifying the structure of undisturbed and artificially cemented alluvium	6
Probabilistic site characterisation using monitored spudcan installation data	6
Role of bacteria on bio-induced calcium carbonate formation: insights from droplet microfluidic experiments	6
A data-driven approach for predicting the time-dependent settlement of embankments on soft soils	6
High-cycle constitutive model for traffic loading induced permanent deformation of coarse granular material incorporating particle breakage	6
Analysis of the micro to macro response of clays to compression	6
Landslide influence zone – a hidden hazard	6
Predictive abilities of constitutive models for clay under monotonic and cyclic loading: element tests and centrifuge experiments	5
Compressibility, stiffness and electrical resistivity characteristics of sand–diatom mixtures	5
Shakedown response of recycled rubber–granular waste mixtures under cyclic loading	5
Effects of debris flow rheology on overflow and impact dynamics against dual-rigid barriers	5
Characteristics of particle breakage and constitutive model of coarse granular material incorporating gradation evolution	5
Fungal-induced water repellency in sand	5
Strength–dilatancy and critical state behaviours of binary mixtures of graded sands influenced by particle size ratio and fines content	5
Sand deformation mechanisms mobilised with active retaining wall movement	5
Application of an acoustic emission source-tracing method to visualise shear banding in granular materials	5
Physical modelling to demonstrate the feasibility of screw piles for offshore jacket-supported wind energy structures	5
Undrained three-dimensional behaviour of soft clay under horizontal one-way and vertical two-way cyclic loading	5
Salinity and oven-drying effects on the plasticity of a marine soft clay	5
Permeation behaviour of PHPA polymer fluids in sand	5
Rocking response of structures with shallow foundations on thin liquefiable layers	5
Development of a new soil–structure contact stress sensor for underground construction applications	5
Influence of shearing strain rate on the mechanical behaviour of three structured clays	5
On the isotache viscous modelling of clay behaviour using the hyperplasticity approach	5
Inclined loading of horizontal plate anchors in sand	5
An elasto-plastic numerical analysis of THM responses of floating energy pile foundations subjected to asymmetrical thermal cycles	5
A multi-scale insight into gas transport in a deep Cenozoic clay	5
Foam-induced high gas pressures in wet municipal solid waste landfills	5
Effects of loading obliquity on field performance of rocking shallow foundations in cohesive soil	5
New insights into the failure mechanisms of horizontal plate anchors in clay during pull-out	5
Cyclic liquefaction resistance of sand under a constant inflow rate	5
Effects of geometry and soil properties on type and retrogression of landslides in sensitive clays	5
Destabilisation of seawall ground by ocean waves	5
A novel T-bar test method ensuring full-flow mechanism in stiffer clay	5
The small-strain stiffness of a railway ballast	5
Effect of grain size distribution on the shear band thickness evolution in sand	5
A microstructural insight into the compression behaviour of scaly clays	5
Liquefaction susceptibility of clayey sands under saturated and partially saturated conditions	5
Predicting spatio-temporal man-made slope failures induced by rainfall in Hong Kong using machine learning techniques	5
Experimental assessment of the performance of a bridge pier subjected to flood-induced foundation scour	5
Hydro-mechanical behaviour of soil experiencing seepage erosion under cyclic hydraulic gradient	5
Transient thermal response of a thermally activated pile during a long-term maintained load test at Lambeth College, London	5
Pore pressure coefficient in frozen soils	4
Analysis of unsaturated seepage in infinite slopes by means of horizontal ground infiltration models	4
Insight into the seismic response of gravity retaining walls	4