Geotechnique

Article	Citations
Stress field on intermediate length scales during triaxial compression	127
A complete analytical solution for axial pipeline walking considering seabed resistance as rigid plastic behaviour	78
Interfacial resistance model for electro-osmotic system	66
A practical two-parameter model of pile–soil gapping for prediction of monopile offshore wind turbine dynamics	58
Experimental investigation of the seismic performance of caisson foundations supporting bridge piers	57
Editorial	54
A hydrodynamic model for chemo-mechanics of poroelastic materials	51
Frequency dependence of acoustic emission with particle interaction and failure process in dry sands during triaxial compression	50
Impact behaviour of dry granular flow against baffle structure: coupled effect of Froude and particle characteristics	49
A preliminary exploration of the micro-scale behaviour of capillary barrier effect using microfluidics	46
An experimental investigation challenging the thermal collapse of sand	43
On mechanical behaviour of clastic soils: numerical simulations and constitutive modelling	42
An extended kinematic hardening constitutive model to include unsaturated behaviour for the prediction of soil deterioration	40
Pore changes in an illitic clay during one-dimensional compression	40
Exploring the micro-to-macro response of granular soils with real particle shapes by way of μCT-aided DEM analyses	40
On the effectiveness of slope-stabilising piles for soils with distinct strain-softening behaviour	37
Experimental study on the influence of cyclic loading frequency on liquefaction characteristics of saturated sand	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
Probabilistic site characterisation using monitored spudcan installation data	35
Hysteretic water-retention behaviour of unsaturated hydrophobised soils	35
David Greenwood	34
Integrated effects of inherent and induced anisotropy on reliquefaction resistance of Toyoura sand with different strain histories	33
Numerical assessment of tip damage during pile installation in boulder-rich soils	33
Géotechnique reviewers	33
Non-stationary anisotropy-dependent critical state for clays	32

Innovative monitoring of the response of a heritage masonry building to nearby tunnelling in London Clay	31
Large-strain analysis of undrained smooth tube sampling	29
Role of bacteria on bio-induced calcium carbonate formation: insights from droplet microfluidic experiments	29
Experimental study on gasketed bell-and-spigot joint behaviour of lined-corrugated HDPE pipe subjected to normal fault	29
Development of a new soil–structure contact stress sensor for underground construction applications	29
Cast-iron tunnels’ tolerance to imposed longitudinal settlement curvature	28
Effects of debris flow rheology on overflow and impact dynamics against dual-rigid barriers	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	27
Analysis of the micro to macro response of clays to compression	27
Influence of shearing strain rate on the mechanical behaviour of three structured clays	26
Pore pressure coefficient in frozen soils	25
How fine particles alter wave propagation in granular media: insights from micromechanical modelling	25
The unsaturated characteristics of natural loess in slopes, New Zealand	25
Manipulating layer charge to regulate the hydration and swelling of montmorillonite	25
Behaviour of sand under the constant shear drained stress path: the role of fines	24
Publisher’s note	24
Shear behaviour of sand–rubber mixtures: interpretation from energy transformation and force chain evolution	24
Tay creep: a multi-mechanism model for rate-dependent deformation of soils	24
Unified modelling framework of flowslide triggering and runout	24
Optimised design of soil reinforcement layout	24
The behaviour of Bolders Bank glacial till under undrained cyclic loading	24
Pressure infiltration characteristics of foam for EPB shield tunnelling in saturated sand – part 1: ‘clean’ foam	23
Introducing tunnel kinematic constraints into an elastic continuum formulation of tunnel–soil–pipeline interaction	23
On the dynamic response of flexible dual-row retaining walls in dry sand	23
A poroelasticity theory for soil incorporating adsorption and capillarity	22
How particle shape affects the critical state, triggering of instability and dilatancy of granular materials – results from a DEM study	21
How particle shape affects the critical state, triggering of instability and dilatancy of granular materials – results from a DEM study	21
Discussion: Influence of air entrainment and gas kinetics on liquefaction triggering during tsunami loading	21
Effect of episodic pre-failure cyclic loading on whole-life geotechnical properties of soft clays	21
Modified cam clay bounding surface hyper-viscoplastic model	21
A thermomechanical model for argillaceous hard soils–weak rocks: application to THM simulation of deep excavations in claystone	21
Pore pressure coefficient in frozen soils	21
Cavity expansion-based interpretation of piezocone penetration test (CPTu) data in clays	21
Axial cyclic loading of piles in low-to-medium-density chalk	21
A Winkler model for suction caisson foundations in homogeneous and non-homogeneous linear elastic soil	20
Effect of soil permeability on soil–structure and structure–soil–structure interaction of low-rise structures	20
Cone penetration tests in saturated and unsaturated silty tailings	20
Role of crystalline silica admixture in mitigating ettringite-induced heave in lime-treated sulfate-rich soils	20
A laboratory characterisation of the response of intact chalk to cyclic loading	20
Constitutive modelling of non-cohesive soils under high-strain rates: a consistency approach	19
Discrete-element simulation of drying effect on the volume and equivalent effective stress of kaolinite	19
Numerical and theoretical analyses of settlements of strip shallow foundations on normally consolidated clays under partially drained conditions	19
Numerical modelling of the resistance of the coarse sand barrier against backward erosion piping	19
Discussion: Scale effects during cone penetration in spatially variable clays	19
Coupled effects of temperature and suction on the shear behaviour of saturated and unsaturated clayey sand–structure interfaces	18
Editorial	18
Suffusion of a sand–clay mixture: impact of the ionic-concentration gradient, clay type, sand-grain size and hydraulic gradient	18
Editorial: linear infrastructure and slopes	18
The influence of particle size distribution on the stress distribution in granular materials	18

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

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