Geotechnique Letters

Papers
(The median citation count of Geotechnique Letters is 1. 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 2022-01-01 to 2026-01-01.)
ArticleCitations
Award-winning paper in 202234
Laboratory assessment of rubber grid-reinforced ballast under impact testing16
A modified state parameter for identifying flow liquefaction in aeolian sand15
Intrinsic permeabilities of transparent soil under various aqueous environmental conditions14
Undrained trapdoor and tunnel face stability revisited14
Scalp-and-replacement of oversize particles on internal stability erosion assessment14
Adaptivity of plate anchors to restrain the impact of seabed trenching13
Shear creep behaviour of soil–structure interfaces under thermal cyclic loading13
Effect of eccentricity on ultimate lateral unit earth pressure of tetrapod piles in clay12
Rate-dependency of residual shear strength of soils: implications for landslide evolution12
A mixed formulation of limit analysis for seismic slope stability12
si-PiNet: a novel stress integration method for elastoplastic models11
Structure evaluation of a tropical residual soil under wide range of compaction conditions11
Application of the unified CPT method for driven piles to layered deposits11
Experimental investigation of the effect of train load on mechanical properties of rock10
Sulfoaluminate cement-based double-liquid material grouting in fractured rock9
Non-destructive assessment of sample homogeneity in resedimented fine-grained soils by low-field NMR-spectroscopy8
Effects of ultrasonic oscillations on permeability of rocks during the paraffinic oil flow8
Rigorous lower and upper bounds for the generalised failure loads of pile groups8
X-ray microstructural insight into the mechanical behaviour of ligth-weight cemented soils7
Optimising an output of a slip line field using a chaotic swamp optimisation algorithm7
Editorial6
A two-scale study on the influence of biopolymer enhancement on drying granular materials6
Theoretical model for the effect of porosity on correlations of point load tests of rocks6
Géotechnique Letters: Referees 20226
Effect of drag rates on drag embedment anchor penetration for cable burial risk assessment6
Novel procedure for measuring the saturation of the pore-pressure system in piezocone tips6
Discrete element method based analysis of soil disturbance induced by different penetration devices5
Effect of interface conditions on mudmat bearing capacity under V–H–M loading5
A novel fibre-optic pore pressure sensor for soil element testing5
Assessing temperature dependence of soil water adsorption strength by molecular simulation5
Stress-dependent irreversible volumetric contraction of sand due to thermal cycles4
Analytical solutions for head-anchored piles for landslide stabilisation4
Numerical assessment of effects of strain rate on the critical state of crushable sand4
Particle shape descriptors as a tool for classification of grain breakage4
Coupled effects of stress state and void ratio on thermal conductivity of saturated soils4
Effect of initial normal stress on shear-induced non-linear fluid flow through fractures4
Seismic stability charts for three-dimensional rock slopes using Hoek–Brown criterion4
A new grouting cable without a core tube used for reinforcement of fractured rock mass3
Simplified DEM approach for complex reef limestone structures and pore characteristics3
Géotechnique Letters: Referees 20213
A new random field finite-element limit analysis approach for undrained soils3
Characteristic time and length scales for subsurface mineralisation3
Cyclic failure of interfaces between sand and snakeskin-inspired surfaces3
Further modification of a generalised 3D Hoek–Brown criterion: the GZZ criterion3
Three-dimensional dynamic behaviour of embankments on liquefiable ground3
Relating cone penetration resistance to sand state using the material point method3
Small-strain stiffness and dynamic properties of well-graded gravel–rubber mixtures3
Static response of vertically loaded pile in inhomogeneous soil3
Effects of particle morphology on pore structure and SWRC of granular soils3
Numerical analysis of the deep soil failure mechanism for perimeter pile groups3
A study of the multi-scale compression behaviour of a sand immersed in a viscous liquid3
Low-carbon erosion mitigation using bio-stimulating MICP3
A simple discrete approach to explore the response of swelling and softening particles3
Snakeskin-inspired patterns for frictional anisotropic behaviour of split set rock bolts3
Development and application of indoor digital drilling test systems3
Energy pile skin friction at interface in clays under temperature cycles2
Microscale investigation of bentonite distribution in pore spaces of sand after infiltration of stabilising solution2
Effect of saturation confining pressure on accessible density and shear behaviour of sandy silt tailings2
Optimised screw pile design for offshore jacket foundations in medium–dense sand2
Coriolis effect mitigation for single particle motion in centrifugal hypergravity field2
Sustainable pervious concrete pile for liquefaction and reliquefaction mitigation2
Fish anchor diving behaviour: confirmation through field tests in the Swan River2
Mechanical behaviour of sand in simple shear at low stress levels and small strains2
Three-dimensional limit analysis with Lade–Duncan criterion2
Insights into void ratio redistribution during undrained monotonic shearing of Malaysian kaolin2
Sand improvement by microbial-induced carbonate precipitation with casein micelles2
Permeability of polymer-modified kaolinite and fly ash–kaolinite mixtures2
A simple procedure for freezing triaxial test specimens and determining the final moisture content after liquefaction2
Liquefaction triggering of non-saturated sandy soils2
Effects of initial water content on compression behaviour of municipal sewage sludge2
Pipe piles and split-cables: reinforcing weak mine pits2
Cyclically thermally-activated pile under combined axial/horizontal loads in clay2
Multi-scale damage mechanisms of siltstone under combined dry–wet cycling and cyclic loading2
Strength and stiffness anisotropy of 3D-printed coarse root analogues for small-scale physical modelling2
Variation of the mass susceptibility of sandstone after high-temperature heating2
Site response analysis of liquefiable soil employing continuous wavelet transforms2
Critical state shear strength at concrete–sand–bentonite slurry interfaces: mix proportions and rate effects2
A simple method to reduce mesh dependency in modelling landslides involving brittle soils1
Saturated hydraulic conductivity of construction wastes for potential replacement of sand blanket1
Kinetic to capillary flow transition during drilling fluid injection through porous medium1
Vertical non-linear Darcy seepage characteristics of coarse upper and fine lower saturated sand1
Competing effects of wetting and volume change on G in compacted loess1
Growth, trends and prevalent topics in geotechnical engineering (1998–2022) using topic modelling1
Cyclic mobility following plastic strain accumulation in sand1
Influence of the Poisson effect on the stress dependence of the elastic moduli of soil1
Effects of cross-correlations between soil properties on pullout capacity of strip anchors1
Influence of load idealisation on strain and pore pressure accumulation in clay1
Pore-space characterisation of Tamusu mudstone based on FIB-SEM1
A new method for producing uniform, loose, initially unsaturated specimens1
Morphology-driven saturated hydraulic conductivity in hydrophobised sands1
A simple approach for assessing the quality of bender elements1
Improved damage model with thermal-mechanical effects based on modified M-C criterion1
Composite ellipsoids to model charge anisotropy in particle-scale simulations of kaolinite1
The morphological characteristics of caved strata in an abandoned gob under multiseam1
Effect of base roughness on flow behaviour and size segregation in dry granular flows1
An energy-based criterion for defining slope failure considering the coupling effect of groundwater table and impact loading1
Suppression of surface charge and its effect on sedimentation and fabric of kaolinite clay1
Elemental mapping by micro X-ray fluorescence to assess binder distribution of improved soils1
Award-winning paper in 20201
Coupling of hydraulic loading and surcharge pressure during suffusion in sandy gravels1
Laboratory large-scale pullout investigation of the twisted steel strip reinforcement system1
Award-winning paper in 20211
Assessing the undrained strength cross-anisotropy of three tailings types1
Comparing laboratory and field samples of lime–cement-improved Norwegian clay1
Elastoplastic solution for cylindrical cavity contraction in unsaturated soils1
Bender-element-based penetrometers for measuring shear wave velocity and shear strength1
Flow path tortuosity in saturated porous media comprising idealised spherical particles1
Numerical investigation on influence of dispersed rock particles on bimslope stability1
Novel experimental method for rate-independent triaxial tests under partial drainage condition1
Numerical study on the damage evolution of UHPC lining in LRC gas storage1
Modulus weighting method for stiffness estimations of suction caissons in layered soils1
Distributed acoustic sensing in soil for infrastructure monitoring1
Finite-element analysis of ultimate lateral pressure of snowflake pile in undrained clay1
Role of the particle size and shape dispersion on stress transmission and strain energy storage1
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