Geotechnique

Article	Citations
Editorial	138
Suffusion of gravel–sand mixtures under cyclic hydraulic gradient with emphasis on tracking the migration of fine particles	86
Frequency dependence of acoustic emission with particle interaction and failure process in dry sands during triaxial compression	61
Impact behaviour of dry granular flow against baffle structure: coupled effect of Froude and particle characteristics	58
A hydrodynamic model for chemo-mechanics of poroelastic materials	57
Stress field on intermediate length scales during triaxial compression	53
A practical two-parameter model of pile–soil gapping for prediction of monopile offshore wind turbine dynamics	51
Experimental investigation of the seismic performance of caisson foundations supporting bridge piers	50
A complete analytical solution for axial pipeline walking considering seabed resistance as rigid plastic behaviour	49
Interfacial resistance model for electro-osmotic system	48
David Greenwood	45
Géotechnique reviewers	43
Probabilistic site characterisation using monitored spudcan installation data	42
A micromechanical model for estimating the shear modulus and damping ratio of loose sands under low stresses: application to a Mars regolith simulant	41
Numerical assessment of tip damage during pile installation in boulder-rich soils	40
Integrated effects of inherent and induced anisotropy on reliquefaction resistance of Toyoura sand with different strain histories	36
Non-stationary anisotropy-dependent critical state for clays	34
A preliminary exploration of the micro-scale behaviour of capillary barrier effect using microfluidics	33
On mechanical behaviour of clastic soils: numerical simulations and constitutive modelling	32
Experimental study on gasketed bell-and-spigot joint behaviour of lined-corrugated HDPE pipe subjected to normal fault	32
Exploring the micro-to-macro response of granular soils with real particle shapes by way of μCT-aided DEM analyses	31
An experimental investigation challenging the thermal collapse of sand	31
Large-strain analysis of undrained smooth tube sampling	31
An extended kinematic hardening constitutive model to include unsaturated behaviour for the prediction of soil deterioration	30
Innovative monitoring of the response of a heritage masonry building to nearby tunnelling in London Clay	30

Role of bacteria on bio-induced calcium carbonate formation: insights from droplet microfluidic experiments	30
On the effectiveness of slope-stabilising piles for soils with distinct strain-softening behaviour	29
Pore changes in an illitic clay during one-dimensional compression	28
Influence of shearing strain rate on the mechanical behaviour of three structured clays	28
Experimental study on the influence of cyclic loading frequency on liquefaction characteristics of saturated sand	28
Hysteretic water-retention behaviour of unsaturated hydrophobised soils	28
Development of a new soil–structure contact stress sensor for underground construction applications	27
In vitro screening of crude urease extract from native Australian plants and weeds for bio-cementation of sands	27
Pore pressure coefficient in frozen soils	27
Diaphragm wall deformation and ground settlement caused by dewatering before excavation in strata with leaky aquifers	26
Effects of debris flow rheology on overflow and impact dynamics against dual-rigid barriers	26
The unsaturated characteristics of natural loess in slopes, New Zealand	26
Analysis of the micro to macro response of clays to compression	26
Axial and perpendicular behaviour of inclined piles retaining excavations in clay	25
Publisher’s note	25
Introducing tunnel kinematic constraints into an elastic continuum formulation of tunnel–soil–pipeline interaction	25
Unified modelling framework of flowslide triggering and runout	25
Behaviour of sand under the constant shear drained stress path: the role of fines	25
On the dynamic response of flexible dual-row retaining walls in dry sand	25
Optimised design of soil reinforcement layout	25
How fine particles alter wave propagation in granular media: insights from micromechanical modelling	25
A poroelasticity theory for soil incorporating adsorption and capillarity	24
Pressure infiltration characteristics of foam for EPB shield tunnelling in saturated sand – part 1: ‘clean’ foam	24
Shear behaviour of sand–rubber mixtures: interpretation from energy transformation and force chain evolution	24
The behaviour of Bolders Bank glacial till under undrained cyclic loading	24
Tay creep: a multi-mechanism model for rate-dependent deformation of soils	24
How particle shape affects the critical state, triggering of instability and dilatancy of granular materials – results from a DEM study	23
Manipulating layer charge to regulate the hydration and swelling of montmorillonite	23
Effect of episodic pre-failure cyclic loading on whole-life geotechnical properties of soft clays	22
Modified Cam Clay bounding surface hyper-viscoplastic model	22
A thermomechanical model for argillaceous hard soils–weak rocks: application to THM simulation of deep excavations in claystone	22
Cone penetration tests in saturated and unsaturated silty tailings	21
Axial cyclic loading of piles in low-to-medium-density chalk	21
A laboratory characterisation of the response of intact chalk to cyclic loading	21
Pore pressure coefficient in frozen soils	21
Effect of soil permeability on soil–structure and structure–soil–structure interaction of low-rise structures	21
Discussion: Influence of air entrainment and gas kinetics on liquefaction triggering during tsunami loading	21
A Winkler model for suction caisson foundations in homogeneous and non-homogeneous linear elastic soil	21
A novel evaluation method of consolidation efficiency of electro-osmotic system	20
Discussion: Scale effects during cone penetration in spatially variable clays	20
Benefits of unconventional seismic foundation design: the 59th Rankine Lecture	20
Thermo-volumetric deformations of sand–clay mixtures	20
Constitutive modelling of non-cohesive soils under high-strain rates: a consistency approach	20
Cavity expansion-based interpretation of piezocone penetration test (CPTu) data in clays	20
Numerical modelling of the resistance of the coarse sand barrier against backward erosion piping	19
Coupled effects of temperature and suction on the shear behaviour of saturated and unsaturated clayey sand–structure interfaces	19
Role of crystalline silica admixture in mitigating ettringite-induced heave in lime-treated sulfate-rich soils	19
The influence of particle size distribution on the stress distribution in granular materials	19
Discrete-element simulation of drying effect on the volume and equivalent effective stress of kaolinite	19
Response to discussion: Cavity expansion-based interpretation of CPTu data in clays	19

Suffusion of a sand–clay mixture: impact of the ionic-concentration gradient, clay type, sand-grain size and hydraulic gradient	19
Use of fall-cone flow index for soil classification: a new plasticity chart	18
Influence of air entrainment and gas kinetics on liquefaction triggering during tsunami loading	18
Editorial	18
Time-lapsed in situ monitoring of mechanical property in deep soil mixing with surface wave	18
Editorial	18
How energy is consumed in vacuum preloading treatment of soft ground	18
Void states perspective for critical hydraulic gradient of internally unstable non-cohesive soils	17
Non-dimensional solutions for the stabilising piles in landslides in layered cohesive soils considering non-linear soil–pile interactions	17
An analytical solution for self-weight consolidation based on one-dimensional small-strain consolidation wave theory	17
The true triaxial strength anisotropy of sand	17
Construction, operation and seismic performance of a tailings sand dam	17
Effect of mean grain size on shear modulus degradation and damping ratio curves of sands	17
Radial drainage and consolidation of soft soil subjected to intermittent cyclic loading	17
Maximum shear modulus anisotropy of rooted soils	16
Effects of bio-chemo-mechanical processes on the properties of contaminated marine sediments	16
Instability of iron ore tailings–geotextile interface: a direct simple shear study	16
Use of fall-cone flow index for soil classification: a new plasticity chart	16
Re-examination and analysis of test data on consolidation of soft soils exhibiting creep with different thicknesses	16
Coupling cyclic and water retention response of a clayey sand subjected to traffic and environmental cycles	15
The effects of particle size and surface roughness on the small-strain shear modulus of sands	15
Undrained three-dimensional behaviour of soft clay under horizontal one-way and vertical two-way cyclic loading	15
Liquefaction susceptibility of clayey sands under saturated and partially saturated conditions	15
Publisher’s note	15
High-cycle constitutive model for traffic loading-induced permanent deformation of coarse granular material incorporating particle breakage	15
Sand deformation mechanisms mobilised with active retaining wall movement	15
Hydro-mechanical behaviour of soil experiencing seepage erosion under cyclic hydraulic gradient	14
Centrifuge modelling of wave-induced seabed response in clay	14
Soil, basin and soil–building–soil interaction effects on motions of Mexico City during seven earthquakes	14
Modelling the piping-assisted erosion of clay barriers	14
Anisotropic small-strain stiffness of lightly biocemented sand considering grain morphology	14
Centrifuge modelling of root–soil interaction of laterally loaded trees under different loading conditions	14
Announcement: Award-winning papers in 2022	14
The water vapour distribution profile in a dry soil layer during evaporation with high spatial resolution monitored by distributed fibre-optic sensing technology	14
Potential of low-permeability barriers to mitigate backward erosion piping	14
Small-strain shear modulus of silty sands: the role of sample preparation method	14
Predictive abilities of constitutive models for clay under monotonic and cyclic loading: element tests and centrifuge experiments	14
Erratum	14
Investigation of the installation process of drag-in plate anchors from LDFE modelling	14
Analysis of unsaturated seepage in infinite slopes by means of horizontal ground infiltration models	14
State space model of undrained triaxial test data for Bayesian identification of constitutive model parameters	14
Limit-state solutions for the active earth pressure behind walls rotating about the base	13
Insight into contact forces in crushable sand using experiments and predictive particle-scale modelling	13
Oblique bearing capacity of shallow foundations placed near slopes determined by the method of rigorous characteristics	13
Unified equivalent intergranular void ratio for biotreated binary soils in characterising liquefaction resistance	13
The effect of adding rubber crumbs on the cyclic permanent deformation of waste mixtures containing coal wash and steel furnace slag	13
A computationally efficient SPH framework for unsaturated soils and its application to predicting the entire rainfall-induced slope failure process	13
Anisotropic constitutive modelling of rooted soils	13
Determination of the coefficient of consolidation by piezocone tests under partially drained conditions	13
Modelling creep and swelling after unloading under constant load and relaxation with Bayesian updating	13
A microscopic interpretation of hysteresis in the water retention curve of sand	13
A catenary model for the analysis of arching effect in soils and its application to predicting sinkhole collapse	13
Shear modulus and damping ratio of saturated coral sand under generalised cyclic loadings	13
Influence of the head fixity adjustment of existing piles on the lateral load response of new piles	13
Response of lightly overconsolidated clay under irregular cyclic loading and comparison with predictions from the strain accumulation procedure	13
Influence of depositional fabric on mechanical properties of naturally deposited sands	13
Application of biocementation to improve a well-graded granular material against cyclic loading	13
Isotropic compression and triaxial shear characteristics of coral sand under high confining pressure and related particle breakage	13
Modelling soil desiccation cracking by peridynamics	13
Capturing the random mechanical behaviour of granular materials: a comprehensive stochastic discrete-element method study	13
Compression load tests on large open-ended pipe piles in dense North sea sand	12
The axial behaviour of piles driven in chalk	12
Deformation mechanisms of semi-integral bridge abutments in dry and saturated soil	12
Fibre reinforcement of railway ballast to reduce track settlement	12
Consolidation effects on uplift capacity of shallow horizontal plate anchors in dilating sand	12
A constitutive model for the simulation of temperature-, stress- and rate-dependent behaviour of frozen granular soils	12
Earth pressure balance tunnel boring machine vibration-based classification charts for real-time ground type and composition detection	12
A study of pore properties in reconstituted Lucera clay at states of the critical state framework	11
Thermally induced ratcheting of a thermo-active reinforced concrete pile in sand under sustained lateral load	11
Near-surface clay sediments: self-assembly and response to ionic concentration gradients	11
Laboratory investigation into the monotonic and cyclic behaviour of a clean sand stabilised with colloidal silica	11
PredictingVpand constrained modulus reduction curve based onVsand shear modulus reduction curve in accordance with poroelastic theory	11
Spudcan–pile interaction in sand-over-clay: centrifuge modelling	11
Undrained bearing capacity of the cutting face for an open caisson	11
Effects of morphological gene decay and mutation on the micro–macro mechanical behaviours of granular soils	11
Aquathermal effect of anomalous pressure generation in consolidating minefill	11
Strength and dilatancy of sand before and after stabilisation with colloidal-silica gel	11
Investigation of the hydraulic conductivity of an unsaturated compacted bentonite/claystone mixture	10
Particle-scale observation of seepage flow in granular soils using PIV and CFD	10
Evolution of surface roughness of single sand grains with normal loading	10

The impact of thermal–hydraulic variation on tunnel long-term performance: a tale of two tunnels	10
Load history idealisation effects for design of monopiles in clay	10
Shear strength anisotropy of rooted soils	10
Interaction between tunnel-boring machines and heavily squeezing purely cohesive grounds	10
A swelling pressure cell for X-ray diffraction test	10
Progressive internal erosion during triaxial shearing: an X-ray micro-computed tomography study	10
Strength behaviour of stacked phosphogypsum incorporating dissolution–recrystallisation equilibrium	10
Upper-bound solutions for inclined capacity of suction caissons in a trenched seabed	10
Publisher’s note	10
Effect of strain-softening and strength anisotropy on the undrained bearing capacity of non-associated clay	10
Non-coaxiality behaviours and unified flow rule of soil–structure interfaces	10
Pore changes in an illitic clay during one-dimensional compression	10
Experimental assessment of the performance of a bridge pier subjected to flood-induced foundation scour	10
Mathematical model for piled embankments on saturated soft clay	10
Experimental study on critical state behaviour of unsaturated silty sand under constant matric suctions	10
Deformation and failure mechanisms of granular soil around pressurised shallow cavities	10
SANISAND-MSf: a sand plasticity model with memory surface and semifluidised state	10
The initial fabric of undisturbed and reconstituted fluvial sand	10
Salinity and oven-drying effects on the plasticity of a marine soft clay	10
Lateral load response of large-diameter monopiles in sand	10
A resolved CFD–DEM investigation on granular sand sedimentation considering realistic particle shapes	10
Self-healing soil mix cut-off wall materials incorporating reactive magnesium oxide pellets	10
Group shape effects on the lateral capacity of pile groups in undrained soil	9
Transient thermal response of a thermally activated pile during a long-term maintained load test at Lambeth College, London	9
Localised failure of geomaterials: how to extract localisation band behaviour from macro test data	9
Centrifuge study of seismic response of soil-nailed walls supporting a footing on the ground surface	9
Estimating initiation conditions for extrusion buckling of driven open-ended piles	9
An elasto-plastic numerical analysis of THM responses of floating energy pile foundations subjected to asymmetrical thermal cycles	9
Development of extended STZ model for granular soils subjected to combined static loading and vibration	9
Two-dimensional experimental assessment of interaction energy-induced suffusion in sand–clay mixtures	9
A graphical analysis-based method for undrained cylindrical cavity expansion in modified Cam Clay soil	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
Strength–dilatancy and critical state behaviours of binary mixtures of graded sands influenced by particle size ratio and fines content	9
The effect of curing conditions on the hydromechanical properties of a metakaolin-based soilcrete	9
Foam-induced high gas pressures in wet municipal solid waste landfills	9
Effects of sand and slurry characteristics on pressure infiltration of bentonite slurry into sand	9
Limit analysis solutions for the bearing capacity of strip foundations under seismic conditions	9
Effect of cementation on the mechanical response of sands using acoustic emission technique	9
An experimental investigation of the time dependence of shaft friction for displacement piles in lightly over-consolidated clay	8
Proposed novel bond-slip model for geocell reinforcement under pull-out loading condition	8
Bearing performance of a novel caisson–plate gravity anchor	8
Experimental investigation of kinematic pile bending in layered soils using dynamic centrifuge modelling	8
Bearing capacity of open caissons embedded in sand	8
Reassessing variations in the small-strain stiffness of London Clay	8
Influence of solid–fluid interaction on impact dynamics against rigid barrier: CFD–DEM modelling	8
Coupled filtration–consolidation model for vacuum-preloaded soft ground	8
Evidence of a unique critical fabric surface for granular soils	8
A comparison of intact and reconstituted samples of a silt tailings	8
Contact-scale insights into the shear stiffness of non-spherical granular materials	8
On the mechanisms governing the response of pile groups under combined VHM loading	8
Quantification of spatial heterogeneity and its influence on particle migration	8
Optimal adaptive decision rules in geotechnical construction considering uncertainty	8
Characterisation of soil deformation over wide strain ranges in triaxial test with high-precision stereophotogrammetry	8
Effect of salinity on the effective stress of compacted bentonites	8
Physics-informed probabilistic models for peak pore pressure and shear strain in layered, liquefiable deposits	8
On limit strength of frozen clay undergoing triaxial tension	8
Monitoring the construction of a deep energy-from-waste bunker in soft clay and peat	8
A generalised analytical framework for active earth pressure on retaining walls with narrow soil	8
Theoretical and experimental study on the mechanical measurement of rock tensile fracture by ring radial compression	7
Mud pumping in the roadbed of ballastless high-speed railway	7
Experimental micro–macromechanics: particle shape effect on the biaxial shear response of particulate systems	7
A graphical method for undrained analysis of cavity expansion in Mohr–Coulomb soil	7
Announcement: Award-winning papers in 2021	7
Static and dynamic lateral non-linear pile–soil–pile interaction	7
Characterising the effect of particle size disparity on liquefaction resistance of non-plastic silty sands from a critical state perspective	7
Integration of hyperplastic models in strain space	7
An extended Prandtl solution for analytical modelling of the bearing capacity of a shallow foundation on a spatially variable undrained clay	7
Effects of technological voids and hydration time on the hydro-mechanical behaviour of compacted bentonite/claystone mixture	7
Elastic and cracking behaviour of MX80 bentonite pellet at various suctions in uniaxial compression	7
Compressibility, permeability and microstructure of fine-grained soils containing diatom microfossils	7
The effect of surface roughness and shear rate during fall-cone calibration	7
Cavity expansion in cohesive-frictional soils with limited dilation	7
Experimental quantification of 3D deformations in sensitive clay during stress-probing	7
Editorial	7
A fracture-based discrete model for simulating creep in quartz sands	7
Examining the adaptive elastic anisotropy of granular materials	7
Numerical simulation of underground excavations in an indurated clay using non-local regularisation. Part 2: sensitivity analysis	7
Data-driven spatio-temporal analysis of consolidation for rapid reclamation	7
A comprehensive numerical investigation of multi-scale particle shape effects on small-strain stiffness of sands	7
Application of ray methods to one-dimensional site response of inhomogeneous soil deposits	7
Experimental observations from cyclic cone penetrometer testing in clay	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
On the development of effective heave pressure in deep excavations	6
Application of Carrillo's method in unsaturated soil consolidation	6
On the mechanical behaviour of a coral silt from the South China Sea	6
Sand deformation mechanisms and earth pressures mobilised with passive rigid retaining wall movements	6
On swelling behaviours of a bentonite under different water contents	6
Using geophysical data to quantify stress transmission in gap-graded granular materials	6
Effect of embedding depth on the monotonic lateral response of monopiles in sand: centrifuge and numerical modelling	6
Dynamic stress analysis of rock joints under railway loading	6
Experimental study of the performance of a 32 m deep excavation in the suburbs of Paris	6
Probabilistic failure envelopes of strip foundations on soils with non-stationary characteristics of undrained shear strength	6
Numerical modelling of the long-term cyclic response of laterally loaded piles driven in sands using the high-cycle accumulation framework	6
Géotechnique reviewers	6