Geotechnique

Article	Citations
Editorial	151
Suffusion of gravel–sand mixtures under cyclic hydraulic gradient with emphasis on tracking the migration of fine particles	73
Stress field on intermediate length scales during triaxial compression	66
A bounding surface plasticity model for the hydro-mechanical behaviour of soils experiencing internal erosion	62
Experimental investigation of the seismic performance of caisson foundations supporting bridge piers	59
A hydrodynamic model for chemo-mechanics of poroelastic materials	58
Impact behaviour of dry granular flow against baffle structure: coupled effect of Froude and particle characteristics	51
A complete analytical solution for axial pipeline walking considering seabed resistance as rigid plastic behaviour	47
Interfacial resistance model for electro-osmotic system	45
Frequency dependence of acoustic emission with particle interaction and failure process in dry sands during triaxial compression	45
Non-stationary anisotropy-dependent critical state for clays	39
A practical two-parameter model of pile–soil gapping for prediction of monopile offshore wind turbine dynamics	39
Integrated effects of inherent and induced anisotropy on reliquefaction resistance of Toyoura sand with different strain histories	37
A preliminary exploration of the micro-scale behaviour of capillary barrier effect using microfluidics	37
On mechanical behaviour of clastic soils: numerical simulations and constitutive modelling	37
Géotechnique reviewers	36
David Greenwood	36
Probabilistic site characterisation using monitored spudcan installation data	35
A micromechanical model for estimating the shear modulus and damping ratio of loose sands under low stresses: application to a Mars regolith simulant	35
Numerical assessment of tip damage during pile installation in boulder-rich soils	33
An extended kinematic hardening constitutive model to include unsaturated behaviour for the prediction of soil deterioration	32
Hysteretic water-retention behaviour of unsaturated hydrophobised soils	32
Pore changes in an illitic clay during one-dimensional compression	32
Exploring the micro-to-macro response of granular soils with real particle shapes by way of μCT-aided DEM analyses	31
Seismic inversion for grain size distribution in granular geohazards: combining theory and experiments	31

Role of bacteria on bio-induced calcium carbonate formation: insights from droplet microfluidic experiments	31
Experimental study on gasketed bell-and-spigot joint behaviour of lined-corrugated HDPE pipe subjected to normal fault	31
An experimental investigation challenging the thermal collapse of sand	30
Experimental study on the influence of cyclic loading frequency on liquefaction characteristics of saturated sand	30
Pore pressure coefficient in frozen soils	30
Effects of debris flow rheology on overflow and impact dynamics against dual-rigid barriers	29
Influence of shearing strain rate on the mechanical behaviour of three structured clays	29
Development of a new soil–structure contact stress sensor for underground construction applications	29
Optimised design of soil reinforcement layout	28
In vitro screening of crude urease extract from native Australian plants and weeds for bio-cementation of sands	28
Diaphragm wall deformation and ground settlement caused by dewatering before excavation in strata with leaky aquifers	28
Analysis of the micro to macro response of clays to compression	28
The unsaturated characteristics of natural loess in slopes, New Zealand	28
Axial and perpendicular behaviour of inclined piles retaining excavations in clay	27
How fine particles alter wave propagation in granular media: insights from micromechanical modelling	27
Behaviour of sand under the constant shear drained stress path: the role of fines	27
Manipulating layer charge to regulate the hydration and swelling of montmorillonite	27
Publisher’s note	27
Géotechnique reviewers	25
Unified modelling framework of flowslide triggering and runout	25
On the dynamic response of flexible dual-row retaining walls in dry sand	25
Tay creep: a multi-mechanism model for rate-dependent deformation of soils	25
Shear behaviour of sand–rubber mixtures: interpretation from energy transformation and force chain evolution	24
Introducing tunnel kinematic constraints into an elastic continuum formulation of tunnel–soil–pipeline interaction	24
A poroelasticity theory for soil incorporating adsorption and capillarity	24
Discussion: Influence of air entrainment and gas kinetics on liquefaction triggering during tsunami loading	23
Modified Cam Clay bounding surface hyper-viscoplastic model	23
Axial cyclic loading of piles in low-to-medium-density chalk	22
Pore pressure coefficient in frozen soils	22
A thermomechanical model for argillaceous hard soils–weak rocks: application to THM simulation of deep excavations in claystone	22
Effect of episodic pre-failure cyclic loading on whole-life geotechnical properties of soft clays	22
A laboratory characterisation of the response of intact chalk to cyclic loading	21
Discussion: Scale effects during cone penetration in spatially variable clays	21
Cone penetration tests in saturated and unsaturated silty tailings	21
Cavity expansion-based interpretation of piezocone penetration test (CPTu) data in clays	21
Numerical modelling of the resistance of the coarse sand barrier against backward erosion piping	21
How particle shape affects the critical state, triggering of instability and dilatancy of granular materials – results from a DEM study	21
A Winkler model for suction caisson foundations in homogeneous and non-homogeneous linear elastic soil	21
Effect of soil permeability on soil–structure and structure–soil–structure interaction of low-rise structures	21
A novel evaluation method of consolidation efficiency of electro-osmotic system	20
Role of crystalline silica admixture in mitigating ettringite-induced heave in lime-treated sulfate-rich soils	20
Response to discussion: Cavity expansion-based interpretation of CPTu data in clays	20
Thermo-volumetric deformations of sand–clay mixtures	20
Suffusion of a sand–clay mixture: impact of the ionic-concentration gradient, clay type, sand-grain size and hydraulic gradient	20
Benefits of unconventional seismic foundation design: the 59th Rankine Lecture	20
Constitutive modelling of non-cohesive soils under high-strain rates: a consistency approach	20
Editorial	19
The influence of particle size distribution on the stress distribution in granular materials	19
Editorial	19
Coupled effects of temperature and suction on the shear behaviour of saturated and unsaturated clayey sand–structure interfaces	19

Use of fall-cone flow index for soil classification: a new plasticity chart	18
The true triaxial strength anisotropy of sand	18
Influence of air entrainment and gas kinetics on liquefaction triggering during tsunami loading	18
Time-lapsed in situ monitoring of mechanical property in deep soil mixing with surface wave	18
Void states perspective for critical hydraulic gradient of internally unstable non-cohesive soils	18
An analytical solution for self-weight consolidation based on one-dimensional small-strain consolidation wave theory	18
Effect of mean grain size on shear modulus degradation and damping ratio curves of sands	18
Microwave dry-back of compacted unbound granular materials: an experimental and numerical study	18
Construction, operation and seismic performance of a tailings sand dam	18
How energy is consumed in vacuum preloading treatment of soft ground	17
Use of fall-cone flow index for soil classification: a new plasticity chart	17
Re-examination and analysis of test data on consolidation of soft soils exhibiting creep with different thicknesses	17
High-cycle constitutive model for traffic loading-induced permanent deformation of coarse granular material incorporating particle breakage	17
Radial drainage and consolidation of soft soil subjected to intermittent cyclic loading	17
Effects of bio-chemo-mechanical processes on the properties of contaminated marine sediments	17
Maximum shear modulus anisotropy of rooted soils	17
Instability of iron ore tailings–geotextile interface: a direct simple shear study	17
Non-dimensional solutions for the stabilising piles in landslides in layered cohesive soils considering non-linear soil–pile interactions	17
Publisher’s note	17
Potential of low-permeability barriers to mitigate backward erosion piping	16
Modelling the piping-assisted erosion of clay barriers	16
The effects of particle size and surface roughness on the small-strain shear modulus of sands	16
Hydro-mechanical behaviour of soil experiencing seepage erosion under cyclic hydraulic gradient	16
Predictive abilities of constitutive models for clay under monotonic and cyclic loading: element tests and centrifuge experiments	16
Undrained three-dimensional behaviour of soft clay under horizontal one-way and vertical two-way cyclic loading	16
Liquefaction susceptibility of clayey sands under saturated and partially saturated conditions	16
The response of a plate anchor and embedded mooring in clay to environmental loading: experimental observations and numerical simulations	16
Announcement: Award-winning papers in 2022	16
Centrifuge modelling of root–soil interaction of laterally loaded trees under different loading conditions	16
The water vapour distribution profile in a dry soil layer during evaporation with high spatial resolution monitored by distributed fibre-optic sensing technology	15
Centrifuge modelling of wave-induced seabed response in clay	15
Soil, basin and soil–building–soil interaction effects on motions of Mexico City during seven earthquakes	15
Investigation of the installation process of drag-in plate anchors from LDFE modelling	15
Influence of depositional fabric on mechanical properties of naturally deposited sands	15
Erratum	15
A microscopic interpretation of hysteresis in the water retention curve of sand	15
State space model of undrained triaxial test data for Bayesian identification of constitutive model parameters	15
Anisotropic small-strain stiffness of lightly biocemented sand considering grain morphology	14
A catenary model for the analysis of arching effect in soils and its application to predicting sinkhole collapse	14
Isotropic compression and triaxial shear characteristics of coral sand under high confining pressure and related particle breakage	14
Oblique bearing capacity of shallow foundations placed near slopes determined by the method of rigorous characteristics	14
Shear modulus and damping ratio of saturated coral sand under generalised cyclic loadings	14
Small-strain shear modulus of silty sands: the role of sample preparation method	14
Modelling creep and swelling after unloading under constant load and relaxation with Bayesian updating	14
Response of lightly overconsolidated clay under irregular cyclic loading and comparison with predictions from the strain accumulation procedure	14
Analysis of unsaturated seepage in infinite slopes by means of horizontal ground infiltration models	14
Determination of the coefficient of consolidation by piezocone tests under partially drained conditions	14
Capturing the random mechanical behaviour of granular materials: a comprehensive stochastic discrete-element method study	14
Unified equivalent intergranular void ratio for biotreated binary soils in characterising liquefaction resistance	14
Deformation mechanisms of semi-integral bridge abutments in dry and saturated soil	13
Earth pressure balance tunnel boring machine vibration-based classification charts for real-time ground type and composition detection	13
Fibre reinforcement of railway ballast to reduce track settlement	13
Application of biocementation to improve a well-graded granular material against cyclic loading	13
Limit-state solutions for the active earth pressure behind walls rotating about the base	13
Undrained bearing capacity of the cutting face for an open caisson	13
Laboratory investigation into the monotonic and cyclic behaviour of a clean sand stabilised with colloidal silica	13
Insight into contact forces in crushable sand using experiments and predictive particle-scale modelling	13
The effect of adding rubber crumbs on the cyclic permanent deformation of waste mixtures containing coal wash and steel furnace slag	13
The axial behaviour of piles driven in chalk	13
A constitutive model for the simulation of temperature-, stress- and rate-dependent behaviour of frozen granular soils	13
Anisotropic constitutive modelling of rooted soils	13
A computationally efficient SPH framework for unsaturated soils and its application to predicting the entire rainfall-induced slope failure process	13
Influence of the head fixity adjustment of existing piles on the lateral load response of new piles	13
Consolidation effects on uplift capacity of shallow horizontal plate anchors in dilating sand	12
PredictingVpand constrained modulus reduction curve based onVsand shear modulus reduction curve in accordance with poroelastic theory	12
Interaction between tunnel-boring machines and heavily squeezing purely cohesive grounds	12
Spudcan–pile interaction in sand-over-clay: centrifuge modelling	12
Aquathermal effect of anomalous pressure generation in consolidating minefill	12
Compression load tests on large open-ended pipe piles in dense North sea sand	12
Effects of morphological gene decay and mutation on the micro–macro mechanical behaviours of granular soils	12
Deformation and failure mechanisms of granular soil around pressurised shallow cavities	12
Strength and dilatancy of sand before and after stabilisation with colloidal-silica gel	12
The impact of thermal–hydraulic variation on tunnel long-term performance: a tale of two tunnels	12
A study of pore properties in reconstituted Lucera clay at states of the critical state framework	12
Thermally induced ratcheting of a thermo-active reinforced concrete pile in sand under sustained lateral load	12
Effect of strain-softening and strength anisotropy on the undrained bearing capacity of non-associated clay	12
Evolution of surface roughness of single sand grains with normal loading	12
Near-surface clay sediments: self-assembly and response to ionic concentration gradients	12
Non-coaxiality behaviours and unified flow rule of soil–structure interfaces	11
Progressive internal erosion during triaxial shearing: an X-ray micro-computed tomography study	11

Lateral load response of large-diameter monopiles in sand	11
Experimental study on critical state behaviour of unsaturated silty sand under constant matric suctions	11
Upper-bound solutions for inclined capacity of suction caissons in a trenched seabed	11
Strength behaviour of stacked phosphogypsum incorporating dissolution–recrystallisation equilibrium	11
A swelling pressure cell for X-ray diffraction test	11
Mathematical model for piled embankments on saturated soft clay	11
Particle-scale observation of seepage flow in granular soils using PIV and CFD	11
Publisher’s note	11
Self-healing soil mix cut-off wall materials incorporating reactive magnesium oxide pellets	11
A resolved CFD–DEM investigation on granular sand sedimentation considering realistic particle shapes	11
Investigation of the hydraulic conductivity of an unsaturated compacted bentonite/claystone mixture	11
Load history idealisation effects for design of monopiles in clay	10
Strength–dilatancy and critical state behaviours of binary mixtures of graded sands influenced by particle size ratio and fines content	10
Foam-induced high gas pressures in wet municipal solid waste landfills	10
Group shape effects on the lateral capacity of pile groups in undrained soil	10
The effect of curing conditions on the hydromechanical properties of a metakaolin-based soilcrete	10
On limit strength of frozen clay undergoing triaxial tension	10
Development of extended STZ model for granular soils subjected to combined static loading and vibration	10
Transient thermal response of a thermally activated pile during a long-term maintained load test at Lambeth College, London	10
Pore changes in an illitic clay during one-dimensional compression	10
A graphical analysis-based method for undrained cylindrical cavity expansion in modified Cam Clay soil	10
The initial fabric of undisturbed and reconstituted fluvial sand	10
Reassessing variations in the small-strain stiffness of London Clay	10
An elasto-plastic numerical analysis of THM responses of floating energy pile foundations subjected to asymmetrical thermal cycles	10
Experimental assessment of the performance of a bridge pier subjected to flood-induced foundation scour	10
Limit analysis solutions for the bearing capacity of strip foundations under seismic conditions	10
Shear strength anisotropy of rooted soils	10
Effects of sand and slurry characteristics on pressure infiltration of bentonite slurry into sand	10
Salinity and oven-drying effects on the plasticity of a marine soft clay	10
Estimating initiation conditions for extrusion buckling of driven open-ended piles	10
Contact-scale insights into the shear stiffness of non-spherical granular materials	9
Physics-informed probabilistic models for peak pore pressure and shear strain in layered, liquefiable deposits	9
Centrifuge study of seismic response of soil-nailed walls supporting a footing on the ground surface	9
Mechanical and breakage behaviours of coral sand under three-dimensional stress state	9
Optimal adaptive decision rules in geotechnical construction considering uncertainty	9
Proposed novel bond-slip model for geocell reinforcement under pull-out loading condition	9
On the mechanisms governing the response of pile groups under combined VHM loading	9
Bearing capacity of open caissons embedded in sand	9
Localised failure of geomaterials: how to extract localisation band behaviour from macro test data	9
Effect of cementation on the mechanical response of sands using acoustic emission technique	9
Impact of correlated ground parameters on predictive capabilities for deep excavations	9
Numerical simulation of underground excavations in an indurated clay using non-local regularisation. Part 2: sensitivity analysis	9
A generalised analytical framework for active earth pressure on retaining walls with narrow soil	9
Monitoring the construction of a deep energy-from-waste bunker in soft clay and peat	9
Quantification of spatial heterogeneity and its influence on particle migration	9
Two-dimensional experimental assessment of interaction energy-induced suffusion in sand–clay mixtures	9
Sample size effects on the critical state shear strength of granular materials with varied gradation and the role of column-like local structures	9
An experimental investigation of the time dependence of shaft friction for displacement piles in lightly over-consolidated clay	9
Theoretical and experimental study on the mechanical measurement of rock tensile fracture by ring radial compression	8
Effect of salinity on the effective stress of compacted bentonites	8
Elastic and cracking behaviour of MX80 bentonite pellet at various suctions in uniaxial compression	8
Bearing performance of a novel caisson–plate gravity anchor	8
Integration of hyperplastic models in strain space	8
Characterisation of soil deformation over wide strain ranges in triaxial test with high-precision stereophotogrammetry	8
Compressibility, permeability and microstructure of fine-grained soils containing diatom microfossils	8
Centrifuge modelling of steel catenary riser–seabed interactions under three-dimensional cyclic motions	8
Coupled filtration–consolidation model for vacuum-preloaded soft ground	8
An extended Prandtl solution for analytical modelling of the bearing capacity of a shallow foundation on a spatially variable undrained clay	8
Experimental quantification of 3D deformations in sensitive clay during stress-probing	8
Data-driven spatio-temporal analysis of consolidation for rapid reclamation	8
A theoretical framework to describe undrained yielding and potential fluidisation of soft subgrade soil under cyclic loading	8
Examining the adaptive elastic anisotropy of granular materials	8
Influence of solid–fluid interaction on impact dynamics against rigid barrier: CFD–DEM modelling	8
A fracture-based discrete model for simulating creep in quartz sands	8
Static and dynamic lateral non-linear pile–soil–pile interaction	8
Application of Carrillo's method in unsaturated soil consolidation	7
Mechanical behaviour of a weakly structured soil at low confining stress	7
On the development of effective heave pressure in deep excavations	7
Application of ray methods to one-dimensional site response of inhomogeneous soil deposits	7
Cavity expansion in cohesive-frictional soils with limited dilation	7
A comprehensive numerical investigation of multi-scale particle shape effects on small-strain stiffness of sands	7
A graphical method for undrained analysis of cavity expansion in Mohr–Coulomb soil	7
Experimental micro–macromechanics: particle shape effect on the biaxial shear response of particulate systems	7
Experimental study of the performance of a 32 m deep excavation in the suburbs of Paris	7
The effect of surface roughness and shear rate during fall-cone calibration	7
Editorial	7
Laboratory model test of slurry shield tunnelling in saturated sandy soil	7
A modified linear-elastic model for calibration of resonant column devices accommodating drive system compliance	7
Effect of embedding depth on the monotonic lateral response of monopiles in sand: centrifuge and numerical modelling	7
Causes of the high friction angle of diatomaceous soil: microscale and nanoscale insights	7
Announcement: Award-winning papers in 2021	7
Centrifuge modelling of the use of discretely spaced energy pile row to reinforce unsaturated silt	7
Characterising the effect of particle size disparity on liquefaction resistance of non-plastic silty sands from a critical state perspective	7
Mud pumping in the roadbed of ballastless high-speed railway	7
Numerical modelling of a tunnel adjacent to a surface structure in liquefiable ground	6
Advanced in situ and laboratory characterisation of the ALPACA chalk research site	6
Géotechnique reviewers	6
A bounding surface plasticity model for cemented sand under monotonic and cyclic loading	6
Laboratory investigation on the single particle crushing strength of carbonate gravel incorporating size and shape effects	6
Impact of particle degradation on repose angle of railway ballast: insights from experimental and DEM analysis	6
Géotechnique reviewers	6
Numerical modelling of the long-term cyclic response of laterally loaded piles driven in sands using the high-cycle accumulation framework	6
On the mechanical behaviour of a coral silt from the South China Sea	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