Geotechnique

Papers
(The median citation count of Geotechnique is 4. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2020-02-01 to 2024-02-01.)
ArticleCitations
PISA design model for monopiles for offshore wind turbines: application to a stiff glacial clay till73
Bio-inspired geotechnical engineering: principles, current work, opportunities and challenges62
PISA design model for monopiles for offshore wind turbines: application to a marine sand61
Monotonic laterally loaded pile testing in a dense marine sand at Dunkirk52
Monotonic laterally loaded pile testing in a stiff glacial clay till at Cowden50
Global and local sand–geosynthetic interface behaviour48
Analysing the effect of principal stress rotation on railway track settlement by discrete element method47
Finite-element modelling of laterally loaded piles in a dense marine sand at Dunkirk47
A large-deformation random finite-element study: failure mechanism and bearing capacity of spudcan in a spatially varying clayey seabed45
Effects of plant growth and spacing on soil hydrological changes: a field study45
DEM modelling of mini-triaxial test based on one-to-one mapping of sand particles44
Undrained anisotropy and cyclic resistance of saturated silt subjected to various patterns of principal stress rotation41
Ground characterisation for PISA pile testing and analysis36
Influence of failure mechanism on seismic bearing capacity factors for shallow foundations near slopes36
Finite-element modelling of laterally loaded piles in a stiff glacial clay till at Cowden36
SANISAND-MSf: a sand plasticity model with memory surface and semifluidised state36
How particle shape affects the critical state, triggering of instability and dilatancy of granular materials – results from a DEM study35
Anisotropic small-strain stiffness of calcareous sand affected by sample preparation, particle characteristic and gradation35
Triggering and motion of landslides34
On the efficiency of slit-check dams in retaining granular flows33
Monopile rotation under complex cyclic lateral loading in sand31
Flume study on the effects of microbial induced calcium carbonate precipitation (MICP) on the erosional behaviour of fine sand30
Model-independent strength-reduction factor for effect of spatial variability on tunnel with improved soil surrounds29
Results of a critical state line testing round robin programme29
Axial resistance of open-ended pipe pile driven in gravelly sand29
Water-retention properties and microstructure changes of a bentonite pellet upon wetting/drying; application to radioactive waste disposal28
Weather-driven deterioration processes affecting the performance of embankment slopes28
Micromechanical investigation of liquefaction of granular media by cyclic 3D DEM tests28
Improvements in plate anchor capacity due to cyclic and maintained loads combined with consolidation27
New data analysis methods for instrumented medium-scale monopile field tests27
Seismic vulnerability of circular tunnels in sand27
Automatic soil desiccation crack recognition using deep learning27
Evaluation of soil models for improved design of offshore wind turbine foundations in dense sand25
Hydraulic conductivity of reconstituted clays based on intrinsic compression25
Application of the PISA design model to monopiles embedded in layered soils24
Effect of grain size distribution on the shear band thickness evolution in sand24
Evolution of particle morphology and mode of fracture during the oedometric compression of sand23
Equivalent state theory for mixtures of sand with non-plastic fines: a DEM investigation22
Constitutive model for monotonic and cyclic loading on anisotropic clays22
Modelling the long-term hydro-mechanical behaviour of a bentonite pellet/powder mixture with consideration of initial structural heterogeneities21
Influence of grain size distribution of inclusions on the mechanical behaviours of track-bed materials21
Physical modelling of lateral sand–pipe interaction21
A new physically based impact model for debris flow20
Arching in granular soils: experimental observations of deformation mechanisms20
Desiccation crack formation beneath the surface20
Hydro-mechanical analysis of a surficial landslide triggered by artificial rainfall: the Ruedlingen field experiment20
Physical modelling to demonstrate the feasibility of screw piles for offshore jacket-supported wind energy structures20
An effective stress analysis for predicting the evolution of SCR–seabed stiffness accounting for consolidation20
A model for hydraulic conductivity of compacted bentonite – inclusion of microstructure effects under confined wetting19
Modelling T-bar penetration in soft clay using large-displacement sequential limit analysis19
Penetrometer testing in a calcareous silt to explore changes in soil strength19
A multi-phase, multi-component model for coupled processes in anaerobic landfills: theory, implementation and validation19
Stress–strain behaviour of bio-desaturated sand under undrained monotonic and cyclic loading19
Continuum solutions for tunnel–building interaction and a modified framework for deformation prediction19
Effects of technological voids and hydration time on the hydro-mechanical behaviour of compacted bentonite/claystone mixture18
Exploring the micromechanics of non-active clays by way of virtual DEM experiments18
Role of crystalline silica admixture in mitigating ettringite-induced heave in lime-treated sulfate-rich soils18
From cyclic sand ratcheting to tilt accumulation of offshore monopiles: 3D FE modelling using SANISAND-MS18
Influence of solid–fluid interaction on impact dynamics against rigid barrier: CFD–DEM modelling17
A dual-porosity model for coupled leachate and gas flow to vertical wells in municipal solid waste landfills17
Experimental investigation of kinematic pile bending in layered soils using dynamic centrifuge modelling17
Full-scale observations of dynamic and static axial responses of offshore piles driven in chalk and tills17
The effect of curing conditions on the hydromechanical properties of a metakaolin-based soilcrete17
Vertical static and dynamic pile-to-pile interaction in non-linear soil16
A lower-bound formulation for unsaturated soils16
Hydro-mechanical reinforcement of contrasting woody species: a full-scale investigation of a field slope16
Ground waste glass–carbide lime as a sustainable binder stabilising three different silica sands15
Strength–dilatancy and critical state behaviours of binary mixtures of graded sands influenced by particle size ratio and fines content15
Volumetric behaviour of clays under freeze–thaw cycles in a mesoscopically uniform element15
Saturation and its effect on the resilient modulus of a pavement formation material15
Hydro-mechanical behaviour of soil experiencing seepage erosion under cyclic hydraulic gradient15
Facilitation of microbially induced calcite precipitation with kaolinite nucleation14
Dynamic properties of a sand–nanoclay composite14
Using geophysical data to quantify stress transmission in gap-graded granular materials14
A comparison of intact and reconstituted samples of a silt tailings14
Coupling elasto-plastic behaviour of unsaturated soils with piecewise linear large-strain consolidation14
Hyperbolic spiral model for predicting reverse fault ruptures in sand based on centrifuge tests14
Modelling the seismic performance of root-reinforced slopes using the finite-element method14
Tunnel–framed building interaction: comparison between raft and separate footing foundations14
Changes of small strain shear modulus and suction for a lime-treated silt during curing14
Statistical charts for determining sample size at various levels of accuracy and confidence in geotechnical site investigation13
Long-term field performance of non-vegetated and vegetated three-layer landfill cover systems using construction waste without geomembrane13
Novel evaluation of bender element transmitter response in transparent soil13
Frequency effects in the dynamic lateral stiffness of monopiles in sand: insight from field tests and 3D FE modelling13
Predicting spatio-temporal man-made slope failures induced by rainfall in Hong Kong using machine learning techniques13
Influence of soil microstructure on air permeability in compacted clay13
Innovative methods of ground improvement for railway embankment peat fens foundation soil13
Multiscale modelling and analysis of footing resting on an anisotropic sand13
Mathematical modelling of the mechanical response of earth embankments on piled foundations13
Use of fall-cone flow index for soil classification: a new plasticity chart13
Pile response to multi-directional lateral loading using P–y curves approach13
Evolution of surface roughness of single sand grains with normal loading13
Laboratory investigation into the monotonic and cyclic behaviour of a clean sand stabilised with colloidal silica13
The influence of particle size distribution on the stress distribution in granular materials12
Soil, basin and soil–building–soil interaction effects on motions of Mexico City during seven earthquakes12
Strength and dilatancy of sand before and after stabilisation with colloidal-silica gel12
Static and seismic bearing capacity of shallow strip foundations on slopes12
Numerical simulation of underground excavations in an indurated clay using non-local regularisation. Part 1: formulation and base case12
Failure mechanisms of sand under asymmetrical cyclic loading conditions: experimental observation and constitutive modelling12
Frost heave in coarse-grained soils: experimental evidence and numerical modelling12
Field experiments at three sites to investigate the effects of age on steel piles driven in sand11
Local deformation behaviour of saturated silica sand during undrained cyclic torsional shear tests using image analysis11
Buried pipeline subjected to static pipe bursting underneath: a closed-form analytical solution11
Drying effect on the microstructure of compacted salted silt11
A modified Davis approach for geotechnical stability analysis involving non-associated soil plasticity11
Unified thixotropic fluid model for soil liquefaction11
A state-dependent constitutive model for methane hydrate-bearing sediments inside the stability region11
Permeation behaviour of PHPA polymer fluids in sand11
A swelling pressure cell for X-ray diffraction test11
Controlling factors for post-failure evolution of subaqueous landslides11
Granular flow simulation in a centrifugal acceleration field11
A generalised analytical framework for active earth pressure on retaining walls with narrow soil11
A systematic framework for formulating convex failure envelopes in multiple loading dimensions11
An inertial macroelement for bridge abutments11
On swelling behaviours of a bentonite under different water contents11
Influence of creep on the small-strain stiffness of sand–rubber mixtures10
Scale effects during cone penetration in spatially variable clays10
Progressive failure in elastic–viscoplastic media: from theory to practice10
Pressure infiltration characteristics of foam for EPB shield tunnelling in saturated sand – part 1: ‘clean’ foam10
Generalised failure envelope for laterally loaded piles: analytical formulation, numerical verification and experimental validation10
Adhesion-force micro-scale study of desiccating granular material10
A case study of liquefaction: demonstrating the application of an advanced model and understanding the pitfalls of the simplified procedure10
Consolidation effects on monotonic and cyclic capacity of plate anchors in sand10
Rigid slab foundation subjected to strike–slip faulting: mechanisms and insights10
A micro finite-element model for soil behaviour: experimental evaluation for sand under triaxial compression10
Relating elastic and plastic fabric anisotropy of clays10
A bounding surface plasticity model for cemented sand under monotonic and cyclic loading10
Field measurements of sand boil hydraulics10
Shear modulus and damping ratio of saturated coral sand under generalised cyclic loadings10
Effect of torsion on the undrained limiting lateral resistance of piles in clay10
Fungal-induced water repellency in sand10
Sensitivity analysis and seepage/leakage monitoring using point heat source9
A microstructural perspective on soil collapse9
Assessment of soil spatial variability for linear infrastructure using cone penetration tests9
Characteristics of cyclic undrained model SANISAND-MSu and their effects on response of monopiles for offshore wind structures9
Numerical modelling of a structure with shallow strip foundation during earthquake-induced liquefaction9
A multiaxial constitutive model for fibre-reinforced sand9
Undrained bearing capacity of the cutting face for an open caisson9
Experimental and analytical study on electro-osmosis in low-permeability soil considering the pore size effect9
Saturated granular flows: constitutive modelling under steady simple shear conditions9
On mechanical behaviour of clastic soils: numerical simulations and constitutive modelling9
Estimation of water retention behaviour of bentonite based on mineralogy and mercury intrusion porosimetry tests9
Cavity expansion in cohesive-frictional soils with limited dilation9
A centrifuge investigation of the relationship between the vertical response of footings on sand and CPT end resistance9
Control of screw pile installation to optimise performance for offshore energy applications9
Shear strength of interface between high-performance concrete and claystone in the context of a French radioactive waste repository project9
Evaluation of reverse faulting effects on the mechanical response of tunnel lining using centrifuge tests and numerical analysis9
Predictive modelling of thermo-active tunnels in London Clay9
Measurement of plant xylem water pressure using the high-capacity tensiometer and implications for the modelling of soil–atmosphere interaction8
Advanced in situ and laboratory characterisation of the ALPACA chalk research site8
A macro-element approach to analyse bridge abutments accounting for the dynamic behaviour of the superstructure8
Experimental determination of the shear strength of peat from standard undrained triaxial tests: correcting for the effects of end restraint8
The behaviour of Bolders Bank glacial till under undrained cyclic loading8
Use of fall cones to determine Atterberg limits: a review8
3D fractal analysis of multi-scale morphology of sand particles with μCT and interferometer8
The effect of surface roughness and shear rate during fall-cone calibration8
Use of fall cones to determine Atterberg limits: a review8
Static and dynamic lateral non-linear pile–soil–pile interaction8
A computationally efficient SPH framework for unsaturated soils and its application to predicting the entire rainfall-induced slope failure process8
Mud pumping in the roadbed of ballastless high-speed railway7
Lateral limiting pressure on square pile groups in undrained soil7
Greenfield tunnelling in sands: the effects of soil density and relative depth7
Centrifuge modelling of root–soil interaction of laterally loaded trees under different loading conditions7
Mechanisms beneath rectangular shallow foundations on sands: vertical loading7
Lateral load response of large-diameter monopiles in sand7
Innovative monitoring of the response of a heritage masonry building to nearby tunnelling in London Clay7
Behaviour of discrete piles used to stabilise a tree-covered railway embankment7
Pressure infiltration characteristics of foam for EPB shield tunnelling in saturated sand – part 2: soil–foam mixture7
Characterising the effect of particle size disparity on liquefaction resistance of non-plastic silty sands from a critical state perspective7
Multi-scale experiments for a coarse sand barrier against backward erosion piping7
Efficacy of 3D dynamic image analysis for characterising the morphology of natural sands7
Application of an acoustic emission source-tracing method to visualise shear banding in granular materials7
Comparison of soil improvement methods using crude soybean enzyme, bacterial enzyme or bacteria-induced carbonate precipitation7
Shear strength anisotropy of rooted soils7
Seismic harmonic response of inhomogeneous soil: scaling analysis7
K0determination using improved experimental technique7
Laboratory investigation of backfill erosion around rigid pipes with defective joints7
Thermally induced ratcheting of a thermo-active reinforced concrete pile in sand under sustained lateral load7
Rocking response of structures with shallow foundations on thin liquefiable layers7
Geothermal pavements: field observations, numerical modelling and long-term performance7
Ground response during offshore pile driving in a sandy slope7
The initial fabric of undisturbed and reconstituted fluvial sand7
Particle-scale observation of seepage flow in granular soils using PIV and CFD7
Two-phase SPH–FD depth-integrated model for debris flows: application to basal grid brakes7
Critical state behaviour of an unsaturated high-plasticity clay6
Stiffness of granular soils under long-term multiaxial cyclic loading6
A Winkler model for suction caisson foundations in homogeneous and non-homogeneous linear elastic soil6
An experimental investigation into the behaviour of destructured chalk under cyclic loading6
A generalised Newmark method with displacement hardening for the prediction of seismically induced permanent deformations of diaphragm walls6
Sand deformation mechanisms mobilised with active retaining wall movement6
Numerical assessment of tip damage during pile installation in boulder-rich soils6
Centrifuge modelling of the use of discretely spaced energy pile row to reinforce unsaturated silt6
A physics-informed data-driven approach for consolidation analysis6
The axial behaviour of piles driven in chalk6
The fall cone test in unsaturated soil and tailings pastes6
On the mechanisms governing the response of pile groups under combined VHM loading6
Measurements of permeability of saturated and unsaturated soils6
Effects of geometry and soil properties on type and retrogression of landslides in sensitive clays6
On the effectiveness of slope-stabilising piles for soils with distinct strain-softening behaviour6
DEM simulations of transverse pipe–soil interaction on sand6
Monitoring and early detection of soil desiccation cracking using distributed fibre optical sensing6
A field investigation into the mechanisms of pile ageing in sand6
Cone penetration tests in saturated and unsaturated silty tailings6
Mechanical properties of a carbonate sand from a dredged hydraulic fill6
Analysis of the micro to macro response of clays to compression6
A design method for flexible retaining walls in clay6
Centrifuge modelling on monotonic and cyclic lateral behaviour of monopiles in kaolin clay6
Diameter assessment of soilcrete column using in-hole electrical resistivity tomography5
Small-strain shear modulus and yielding characteristics of compacted high-plasticity clay5
Pore features and seepage characteristics of natural gap-graded sand with two size distributions5
Modelling soil desiccation cracking by peridynamics5
Earthquake-induced permanent displacements of embedded cantilever retaining walls5
Compressibility, stiffness and electrical resistivity characteristics of sand–diatom mixtures5
Experimental assessment of the performance of a bridge pier subjected to flood-induced foundation scour5
Coupling cyclic and water retention response of a clayey sand subjected to traffic and environmental cycles5
Two-phase MPM modelling of debris flow impact against dual rigid barriers5
On the reliability assessment of a controlled dyke failure5
Numerical and theoretical analyses of settlements of strip shallow foundations on normally consolidated clays under partially drained conditions5
InSAR and numerical modelling for tailings dam monitoring – the Cadia failure case study5
Cyclic normal load–displacement behaviour of clay-coated sand grain contacts5
Foam-induced high gas pressures in wet municipal solid waste landfills5
Cast-iron tunnels’ tolerance to imposed longitudinal settlement curvature5
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 operation5
A machine learning-based strategy for experimentally estimating force chains of granular materials using X-ray micro-tomography5
Permeability assessment of some granular mixtures5
Field measurements and numerical analysis of vibroflotation of sand5
Field test of a floating thermal pile in sensitive clay5
Editorial: geotechnical design for offshore wind turbine monopiles5
Bearing capacity of open caissons embedded in sand5
Development of extended STZ model for granular soils subjected to combined static loading and vibration5
Small-strain shear stiffness anisotropy of a saturated clayey loess5
Load–deflection of flexible ring-net barrier in resisting debris flows4
The initial, primary and secondary consolidation response of soft clay reinforced with a granular column under isolated loading4
Use of fall-cone flow index for soil classification: a new plasticity chart4
Probabilistic failure envelopes of strip foundations on soils with non-stationary characteristics of undrained shear strength 4
Field and laboratory study of stress relief due to unloading in block samples of sensitive clay4
A simplified approach to normalisation of piezocone penetration rate effects4
Experimental study on critical state behaviour of unsaturated silty sand under constant matric suctions4
Transitioning from the funicular to the pendular regime in granular soils4
Performance of rocking foundations on unsaturated soil layers with variable groundwater levels4
Upper-bound solutions for inclined capacity of suction caissons in a trenched seabed4
Distributed fibre optic sensing for sinkhole early warning: experimental study4
Assessment of Skempton's pore water pressure parameters B and A using a high-capacity tensiometer4
Cyclic liquefaction resistance of sand under a constant inflow rate4
Effects of bio-chemo-mechanical processes on the properties of contaminated marine sediments4
Effects of solid fraction of saturated granular flows on overflow and landing mechanisms of rigid barriers4
Impact behaviour of dry granular flow against baffle structure: coupled effect of Froude and particle characteristics4
Observed behaviour of old railway embankments formed of ash and dumped clay fill4
Experimental study of the performance of a 32 m deep excavation in the suburbs of Paris4
Modelling the infiltration behaviour of foam into saturated sand considering capillary resistance for EPB shield tunnelling4
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