Geotechnique

Article	Citations
Impact behaviour of dry granular flow against baffle structure: coupled effect of Froude and particle characteristics	105
Editorial	77
A hydrodynamic model for chemo-mechanics of poroelastic materials	72
A complete analytical solution for axial pipeline walking considering seabed resistance as rigid plastic behaviour	61
Experimental investigation of the seismic performance of caisson foundations supporting bridge piers	52
Stress field on intermediate length scales during triaxial compression	52
Interfacial resistance model for electro-osmotic system	50
Predictive modelling of thermo-active tunnels in London Clay	48
Frequency dependence of acoustic emission with particle interaction and failure process in dry sands during triaxial compression	48
A practical two-parameter model of pile–soil gapping for prediction of monopile offshore wind turbine dynamics	47
Non-stationary anisotropy-dependent critical state for clays	44
David Greenwood	42
Géotechnique reviewers	40
Exploring the micro-to-macro response of granular soils with real particle shapes by way of μCT-aided DEM analyses	39
Experimental study on the influence of cyclic loading frequency on liquefaction characteristics of saturated sand	37
Experimental study on gasketed bell-and-spigot joint behaviour of lined-corrugated HDPE pipe subjected to normal fault	37
Pore changes in an illitic clay during one-dimensional compression	37
Probabilistic site characterisation using monitored spudcan installation data	34
An extended kinematic hardening constitutive model to include unsaturated behaviour for the prediction of soil deterioration	34
Hysteretic water-retention behaviour of unsaturated hydrophobised soils	34
Innovative monitoring of the response of a heritage masonry building to nearby tunnelling in London Clay	31
Integrated effects of inherent and induced anisotropy on reliquefaction resistance of Toyoura sand with different strain histories	31
Large-strain analysis of undrained smooth tube sampling	31
A preliminary exploration of the micro-scale behaviour of capillary barrier effect using microfluidics	31
Role of bacteria on bio-induced calcium carbonate formation: insights from droplet microfluidic experiments	30

On mechanical behaviour of clastic soils: numerical simulations and constitutive modelling	30
On the effectiveness of slope-stabilising piles for soils with distinct strain-softening behaviour	29
A micromechanical model for estimating the shear modulus and damping ratio of loose sands under low stresses: application to a Mars regolith simulant	28
The unsaturated characteristics of natural loess in slopes, New Zealand	28
Numerical assessment of tip damage during pile installation in boulder-rich soils	28
Pore pressure coefficient in frozen soils	28
Development of a new soil–structure contact stress sensor for underground construction applications	28
An experimental investigation challenging the thermal collapse of sand	28
Cast-iron tunnels’ tolerance to imposed longitudinal settlement curvature	28
Influence of shearing strain rate on the mechanical behaviour of three structured clays	27
Analysis of the micro to macro response of clays to compression	26
Effects of debris flow rheology on overflow and impact dynamics against dual-rigid barriers	25
In vitro screening of crude urease extract from native Australian plants and weeds for bio-cementation of sands	25
Diaphragm wall deformation and ground settlement caused by dewatering before excavation in strata with leaky aquifers	25
Stress–strain behaviour of bio-desaturated sand under undrained monotonic and cyclic loading	24
Manipulating layer charge to regulate the hydration and swelling of montmorillonite	24
On the dynamic response of flexible dual-row retaining walls in dry sand	24
Optimised design of soil reinforcement layout	24
How fine particles alter wave propagation in granular media: insights from micromechanical modelling	24
Tay creep: a multi-mechanism model for rate-dependent deformation of soils	23
Behaviour of sand under the constant shear drained stress path: the role of fines	23
A poroelasticity theory for soil incorporating adsorption and capillarity	23
Introducing tunnel kinematic constraints into an elastic continuum formulation of tunnel–soil–pipeline interaction	23
Effect of soil permeability on soil–structure and structure–soil–structure interaction of low-rise structures	22
The behaviour of Bolders Bank glacial till under undrained cyclic loading	22
Shear behaviour of sand–rubber mixtures: interpretation from energy transformation and force chain evolution	22
Pressure infiltration characteristics of foam for EPB shield tunnelling in saturated sand – part 1: ‘clean’ foam	22
Unified modelling framework of flowslide triggering and runout	22
Effect of episodic pre-failure cyclic loading on whole-life geotechnical properties of soft clays	21
A laboratory characterisation of the response of intact chalk to cyclic loading	21
Pore pressure coefficient in frozen soils	21
Cavity expansion-based interpretation of piezocone penetration test (CPTu) data in clays	21
A thermomechanical model for argillaceous hard soils–weak rocks: application to THM simulation of deep excavations in claystone	21
Axial cyclic loading of piles in low-to-medium-density chalk	21
How particle shape affects the critical state, triggering of instability and dilatancy of granular materials – results from a DEM study	20
Cone penetration tests in saturated and unsaturated silty tailings	20
Numerical modelling of the resistance of the coarse sand barrier against backward erosion piping	20
How particle shape affects the critical state, triggering of instability and dilatancy of granular materials – results from a DEM study	20
Modified cam clay bounding surface hyper-viscoplastic model	20
Discussion: Scale effects during cone penetration in spatially variable clays	20
A Winkler model for suction caisson foundations in homogeneous and non-homogeneous linear elastic soil	20
Coupled effects of temperature and suction on the shear behaviour of saturated and unsaturated clayey sand–structure interfaces	20
Discrete-element simulation of drying effect on the volume and equivalent effective stress of kaolinite	19
End-of-primary consolidation parameters using inflection point method	19
Suffusion of a sand–clay mixture: impact of the ionic-concentration gradient, clay type, sand-grain size and hydraulic gradient	19
Numerical and theoretical analyses of settlements of strip shallow foundations on normally consolidated clays under partially drained conditions	19
Constitutive modelling of non-cohesive soils under high-strain rates: a consistency approach	18
Editorial	18
A novel evaluation method of consolidation efficiency of electro-osmotic system	18
Role of crystalline silica admixture in mitigating ettringite-induced heave in lime-treated sulfate-rich soils	18

Non-dimensional solutions for the stabilising piles in landslides in layered cohesive soils considering non-linear soil–pile interactions	18
The influence of particle size distribution on the stress distribution in granular materials	18
Editorial: linear infrastructure and slopes	18
Influence of air entrainment and gas kinetics on liquefaction triggering during tsunami loading	17
Controlling factors for post-failure evolution of subaqueous landslides	17
How energy is consumed in vacuum preloading treatment of soft ground	17
Time-lapsed in situ monitoring of mechanical property in deep soil mixing with surface wave	17
Effect of mean grain size on shear modulus degradation and damping ratio curves of sands	17
Editorial	17
Void states perspective for critical hydraulic gradient of internally unstable non-cohesive soils	17
Innovative methods of ground improvement for railway embankment peat fens foundation soil	16
Influence of failure mechanism on seismic bearing capacity factors for shallow foundations near slopes	16
K0determination using improved experimental technique	16
Use of fall-cone flow index for soil classification: a new plasticity chart	16
An analytical solution for self-weight consolidation based on one-dimensional small-strain consolidation wave theory	16
Editorial	15
Use of fall-cone flow index for soil classification: a new plasticity chart	15
Weather-driven deterioration processes affecting the performance of embankment slopes	15
Instability of iron ore tailings–geotextile interface: a direct simple shear study	15
Effects of bio-chemo-mechanical processes on the properties of contaminated marine sediments	15
Radial drainage and consolidation of soft soil subjected to intermittent cyclic loading	15
Re-examination and analysis of test data on consolidation of soft soils exhibiting creep with different thicknesses	15
Maximum shear modulus anisotropy of rooted soils	14
Centrifuge modelling of root–soil interaction of laterally loaded trees under different loading conditions	14
Predictive abilities of constitutive models for clay under monotonic and cyclic loading: element tests and centrifuge experiments	14
Coupling cyclic and water retention response of a clayey sand subjected to traffic and environmental cycles	14
Liquefaction susceptibility of clayey sands under saturated and partially saturated conditions	14
Undrained three-dimensional behaviour of soft clay under horizontal one-way and vertical two-way cyclic loading	14
Tunnel–framed building interaction: comparison between raft and separate footing foundations	14
High-cycle constitutive model for traffic loading-induced permanent deformation of coarse granular material incorporating particle breakage	14
Hydro-mechanical behaviour of soil experiencing seepage erosion under cyclic hydraulic gradient	14
Small-strain shear modulus of silty sands: the role of sample preparation method	13
Erratum	13
The water vapour distribution profile in a dry soil layer during evaporation with high spatial resolution monitored by distributed fibre-optic sensing technology	13
Sand deformation mechanisms mobilised with active retaining wall movement	13
Centrifuge modelling of wave-induced seabed response in clay	13
Announcement: Award-winning papers in 2022	13
A microscopic interpretation of hysteresis in the water retention curve of sand	13
Modelling the piping-assisted erosion of clay barriers	13
Soil, basin and soil–building–soil interaction effects on motions of Mexico City during seven earthquakes	13
State space model of undrained triaxial test data for Bayesian identification of constitutive model parameters	13
Analysis of unsaturated seepage in infinite slopes by means of horizontal ground infiltration models	13
Investigation of the installation process of drag-in plate anchors from LDFE modelling	13
Oblique bearing capacity of shallow foundations placed near slopes determined by the method of rigorous characteristics	12
Influence of depositional fabric on mechanical properties of naturally deposited sands	12
Determination of the coefficient of consolidation by piezocone tests under partially drained conditions	12
Modelling soil desiccation cracking by peridynamics	12
Volumetric behaviour of clays under freeze–thaw cycles in a mesoscopically uniform element	12
Anisotropic small-strain stiffness of lightly biocemented sand considering grain morphology	12
Unified equivalent intergranular void ratio for biotreated binary soils in characterising liquefaction resistance	12
Isotropic compression and triaxial shear characteristics of coral sand under high confining pressure and related particle breakage	12
Assessment of soil spatial variability for linear infrastructure using cone penetration tests	12
Capturing the random mechanical behaviour of granular materials: a comprehensive stochastic discrete-element method study	12
A catenary model for the analysis of arching effect in soils and its application to predicting sinkhole collapse	12
Insight into contact forces in crushable sand using experiments and predictive particle-scale modelling	12
Shear modulus and damping ratio of saturated coral sand under generalised cyclic loadings	11
Application of biocementation to improve a well-graded granular material against cyclic loading	11
The axial behaviour of piles driven in chalk	11
A computationally efficient SPH framework for unsaturated soils and its application to predicting the entire rainfall-induced slope failure process	11
Response of lightly overconsolidated clay under irregular cyclic loading and comparison with predictions from the strain accumulation procedure	11
A constitutive model for the simulation of temperature-, stress- and rate-dependent behaviour of frozen granular soils	11
Modelling creep and swelling after unloading under constant load and relaxation with Bayesian updating	11
The effect of adding rubber crumbs on the cyclic permanent deformation of waste mixtures containing coal wash and steel furnace slag	11
Influence of the head fixity adjustment of existing piles on the lateral load response of new piles	11
Deformation mechanisms of semi-integral bridge abutments in dry and saturated soil	11
Effect of strain-softening and strength anisotropy on the undrained bearing capacity of non-associated clay	10
Particle-scale observation of seepage flow in granular soils using PIV and CFD	10
Fibre reinforcement of railway ballast to reduce track settlement	10
Facilitation of microbially induced calcite precipitation with kaolinite nucleation	10
Consolidation effects on uplift capacity of shallow horizontal plate anchors in dilating sand	10
PredictingVpand constrained modulus reduction curve based onVsand shear modulus reduction curve in accordance with poroelastic theory	10
Upper-bound solutions for inclined capacity of suction caissons in a trenched seabed	10
Interaction between tunnel-boring machines and heavily squeezing purely cohesive grounds	10
Thermally induced ratcheting of a thermo-active reinforced concrete pile in sand under sustained lateral load	10
Laboratory investigation into the monotonic and cyclic behaviour of a clean sand stabilised with colloidal silica	10
Spudcan–pile interaction in sand-over-clay: centrifuge modelling	10
The impact of thermal–hydraulic variation on tunnel long-term performance: a tale of two tunnels	10
Deformation and failure mechanisms of granular soil around pressurised shallow cavities	10
Effects of morphological gene decay and mutation on the micro–macro mechanical behaviours of granular soils	10
Undrained bearing capacity of the cutting face for an open caisson	10

Limit-state solutions for the active earth pressure behind walls rotating about the base	10
Aquathermal effect of anomalous pressure generation in consolidating minefill	10
A resolved CFD–DEM investigation on granular sand sedimentation considering realistic particle shapes	9
Evolution of surface roughness of single sand grains with normal loading	9
Progressive internal erosion during triaxial shearing: an X-ray micro-computed tomography study	9
SANISAND-MSf: a sand plasticity model with memory surface and semifluidised state	9
The initial fabric of undisturbed and reconstituted fluvial sand	9
Development of extended STZ model for granular soils subjected to combined static loading and vibration	9
A data-driven approach for predicting the time-dependent settlement of embankments on soft soils	9
Publisher’s note	9
Investigation of the hydraulic conductivity of an unsaturated compacted bentonite/claystone mixture	9
Strength behaviour of stacked phosphogypsum incorporating dissolution–recrystallisation equilibrium	9
Strength and dilatancy of sand before and after stabilisation with colloidal-silica gel	9
Shear strength anisotropy of rooted soils	9
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
Experimental study on critical state behaviour of unsaturated silty sand under constant matric suctions	9
A swelling pressure cell for X-ray diffraction test	9
Constitutive model for monotonic and cyclic loading on anisotropic clays	9
Non-coaxiality behaviours and unified flow rule of soil–structure interfaces	9
Self-healing soil mix cut-off wall materials incorporating reactive magnesium oxide pellets	9
The initial, primary and secondary consolidation response of soft clay reinforced with a granular column under isolated loading	9
Pore changes in an illitic clay during one-dimensional compression	9
Numerical modelling of a structure with shallow strip foundation during earthquake-induced liquefaction	9
Lateral load response of large-diameter monopiles in sand	9
Sample size effects on the critical state shear strength of granular materials with varied gradation and the role of column-like local structures	8
Two-dimensional experimental assessment of interaction energy-induced suffusion in sand–clay mixtures	8
Foam-induced high gas pressures in wet municipal solid waste landfills	8
Load history idealisation effects for design of monopiles in clay	8
Reassessing variations in the small-strain stiffness of London Clay	8
The effect of curing conditions on the hydromechanical properties of a metakaolin-based soilcrete	8
A graphical analysis-based method for undrained cylindrical cavity expansion in modified Cam Clay soil	8
Limit analysis solutions for the bearing capacity of strip foundations under seismic conditions	8
Salinity and oven-drying effects on the plasticity of a marine soft clay	8
Experimental assessment of the performance of a bridge pier subjected to flood-induced foundation scour	8
On limit strength of frozen clay undergoing triaxial tension	8
Physics-informed probabilistic models for peak pore pressure and shear strain in layered, liquefiable deposits	8
Localised failure of geomaterials: how to extract localisation band behaviour from macro test data	8
Experimental investigation of kinematic pile bending in layered soils using dynamic centrifuge modelling	8
On the mechanisms governing the response of pile groups under combined VHM loading	8
Strength–dilatancy and critical state behaviours of binary mixtures of graded sands influenced by particle size ratio and fines content	8
An elasto-plastic numerical analysis of THM responses of floating energy pile foundations subjected to asymmetrical thermal cycles	8
Centrifuge study of seismic response of soil-nailed walls supporting a footing on the ground surface	8
Quantification of spatial heterogeneity and its influence on particle migration	8
Monitoring the construction of a deep energy-from-waste bunker in soft clay and peat	8
Effect of cementation on the mechanical response of sands using acoustic emission technique	7
Compressibility, permeability and microstructure of fine-grained soils containing diatom microfossils	7
A comparison of intact and reconstituted samples of a silt tailings	7
Examining the adaptive elastic anisotropy of granular materials	7
Influence of solid–fluid interaction on impact dynamics against rigid barrier: CFD–DEM modelling	7
Effect of salinity on the effective stress of compacted bentonites	7
Coupled filtration–consolidation model for vacuum-preloaded soft ground	7
Bearing capacity of open caissons embedded in sand	7
A generalised analytical framework for active earth pressure on retaining walls with narrow soil	7
Effects of technological voids and hydration time on the hydro-mechanical behaviour of compacted bentonite/claystone mixture	7
Data-driven spatio-temporal analysis of consolidation for rapid reclamation	7
Static and dynamic lateral non-linear pile–soil–pile interaction	7
Numerical simulation of underground excavations in an indurated clay using non-local regularisation. Part 2: sensitivity analysis	7
Elastic and cracking behaviour of MX80 bentonite pellet at various suctions in uniaxial compression	7
Estimating initiation conditions for extrusion buckling of driven open-ended piles	7
Effects of sand and slurry characteristics on pressure infiltration of bentonite slurry into sand	7
Theoretical and experimental study on the mechanical measurement of rock tensile fracture by ring radial compression	7
Characterisation of soil deformation over wide strain ranges in triaxial test with high-precision stereophotogrammetry	7
Seismic vulnerability of circular tunnels in sand	7
Evidence of a unique critical fabric surface for granular soils	7
Bearing performance of a novel caisson–plate gravity anchor	7
Proposed novel bond-slip model for geocell reinforcement under pull-out loading condition	7
Optimal adaptive decision rules in geotechnical construction considering uncertainty	7
Contact-scale insights into the shear stiffness of non-spherical granular materials	7
A fracture-based discrete model for simulating creep in quartz sands	6
Simple approach for including foundation–soil–foundation interaction in the static stiffnesses of multi-element shallow foundations	6
A comprehensive numerical investigation of multi-scale particle shape effects on small-strain stiffness of sands	6
A modified linear-elastic model for calibration of resonant column devices accommodating drive system compliance	6
Editorial	6
Application of ray methods to one-dimensional site response of inhomogeneous soil deposits	6
Mechanical behaviour of a weakly structured soil at low confining stress	6
Mud pumping in the roadbed of ballastless high-speed railway	6
Laboratory model test of slurry shield tunnelling in saturated sandy soil	6
A graphical method for undrained analysis of cavity expansion in Mohr–Coulomb soil	6
Characterising the effect of particle size disparity on liquefaction resistance of non-plastic silty sands from a critical state perspective	6
Effect of embedding depth on the monotonic lateral response of monopiles in sand: centrifuge and numerical modelling	6
Announcement: Award-winning papers in 2021	6
A multiaxial constitutive model for fibre-reinforced sand	6
Experimental micro–macromechanics: particle shape effect on the biaxial shear response of particulate systems	6
An extended Prandtl solution for analytical modelling of the bearing capacity of a shallow foundation on a spatially variable undrained clay	6
Integration of hyperplastic models in strain space	6
Experimental quantification of 3D deformations in sensitive clay during stress-probing	6
Ground waste glass–carbide lime as a sustainable binder stabilising three different silica sands	6
The effect of surface roughness and shear rate during fall-cone calibration	6
Causes of the high friction angle of diatomaceous soil: microscale and nanoscale insights	6
Application of Carrillo's method in unsaturated soil consolidation	6
Use of synthesised polymers for the development of new osmotic tensiometers	5
Numerical modelling of a tunnel adjacent to a surface structure in liquefiable ground	5
Peridynamic modelling of clay erosion	5
Effect of concreting pressure on ground response caused by installation of diaphragm wall panels	5