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 2021-05-01 to 2025-05-01.)
ArticleCitations
Auxiliary plastic potential approach in elastoplasticity for soils30
Impact of chemical weathering on microstructures and mechanical properties of karstic limestone15
Award-winning paper in 202215
Filter paper method for suction measurement using electrical resistivity12
A modified state parameter for identifying flow liquefaction in aeolian sand11
Intrinsic permeabilities of transparent soil under various aqueous environmental conditions11
Undrained trapdoor and tunnel face stability revisited11
A new method for storage of block samples: a pilot study11
Shear creep behaviour of soil–structure interfaces under thermal cyclic loading10
Adaptivity of plate anchors to restrain the impact of seabed trenching10
Laboratory assessment of rubber grid-reinforced ballast under impact testing10
A mixed formulation of limit analysis for seismic slope stability9
Rate-dependency of residual shear strength of soils: implications for landslide evolution9
si-PiNet: a novel stress integration method for elastoplastic models8
Sulfoaluminate cement-based double-liquid material grouting in fractured rock8
Structure evaluation of a tropical residual soil under wide range of compaction conditions8
Experimental investigation of the effect of train load on mechanical properties of rock8
Effect of eccentricity on ultimate lateral unit earth pressure of tetrapod piles in clay8
Relating physical properties to temperature-induced damage in carbonate rocks7
Application of the unified CPT method for driven piles to layered deposits7
Effects of ultrasonic oscillations on permeability of rocks during the paraffinic oil flow7
Rigorous lower and upper bounds for the generalised failure loads of pile groups7
Optimising an output of a slip line field using a chaotic swamp optimisation algorithm6
Failure mechanism of joint-separated granite reinforced by three-dimensional printed bolt6
X-ray microstructural insight into the mechanical behaviour of ligth-weight cemented soils6
Novel procedure for measuring the saturation of the pore-pressure system in piezocone tips6
Effects of urease-producing bacteria on permeability and strength control for sands5
A two-scale study on the influence of biopolymer enhancement on drying granular materials5
Investigation on the attractive forces controlling clay particles' interactions5
Assessing temperature dependence of soil water adsorption strength by molecular simulation5
Géotechnique Letters: Referees 20225
Theoretical model for the effect of porosity on correlations of point load tests of rocks5
An energy-based damage model for red-bed sandstones subjected to drying–wetting cycles5
Effect of initial normal stress on shear-induced non-linear fluid flow through fractures4
Coupled effects of stress state and void ratio on thermal conductivity of saturated soils4
Particle shape descriptors as a tool for classification of grain breakage4
Three-dimensional dynamic behaviour of embankments on liquefiable ground4
Seismic stability charts for three-dimensional rock slopes using Hoek–Brown criterion4
Numerical analysis of the deep soil failure mechanism for perimeter pile groups4
Numerical assessment of effects of strain rate on the critical state of crushable sand4
Simplified DEM approach for complex reef limestone structures and pore characteristics4
Using discrete-element method hindcasting of screw pile performance for practical design4
A study of the multi-scale compression behaviour of a sand immersed in a viscous liquid3
Small-strain stiffness and dynamic properties of well-graded gravel–rubber mixtures3
Development and application of indoor digital drilling test systems3
Géotechnique Letters: Referees 20213
A new grouting cable without a core tube used for reinforcement of fractured rock mass3
Static response of vertically loaded pile in inhomogeneous soil3
The pyrite heave problem: new insights from trace-element analysis3
Further modification of a generalised 3D Hoek–Brown criterion: the GZZ criterion3
Effects of particle morphology on pore structure and SWRC of granular soils3
Cyclic failure of interfaces between sand and snakeskin-inspired surfaces3
A simple discrete approach to explore the response of swelling and softening particles3
Relating cone penetration resistance to sand state using the material point method3
Evaluation of microstructural strength of bio-cemented sand crust using rheometry2
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
An innovative method to simulate stress-induced velocity changes in anisotropic rocks2
Fish anchor diving behaviour: confirmation through field tests in the Swan River2
Snakeskin-inspired patterns for frictional anisotropic behaviour of split set rock bolts2
Strength and stiffness anisotropy of 3D-printed coarse root analogues for small-scale physical modelling2
Dynamic properties of Toyoura sand in reliquefaction tests2
Sand improvement by microbial-induced carbonate precipitation with casein micelles2
A simple procedure for freezing triaxial test specimens and determining the final moisture content after liquefaction2
Sustainable pervious concrete pile for liquefaction and reliquefaction mitigation2
Permeability of polymer-modified kaolinite and fly ash–kaolinite mixtures2
Coriolis effect mitigation for single particle motion in centrifugal hypergravity field2
Variation of the mass susceptibility of sandstone after high-temperature heating2
Liquefaction triggering of non-saturated sandy soils2
Finite-element analysis of ultimate lateral pressure of snowflake pile in undrained clay1
Cyclically thermally-activated pile under combined axial/horizontal loads in clay1
Distributed acoustic sensing in soil for infrastructure monitoring1
Modulus weighting method for stiffness estimations of suction caissons in layered soils1
Coupling of hydraulic loading and surcharge pressure during suffusion in sandy gravels1
Pipe piles and split-cables: reinforcing weak mine pits1
Energy pile skin friction at interface in clays under temperature cycles1
Effects of initial water content on compression behaviour of municipal sewage sludge1
Mechanical behaviour of rock samples containing multiple parallel joints during shearing1
Autogenous sealing of a cavity in bentonite clay: an x-ray computerised tomography study1
Experiments and modelling of horizontal loading tests on small-scale foundations in sand1
Role of the particle size and shape dispersion on stress transmission and strain energy storage1
Award-winning paper in 20201
Site response analysis of liquefiable soil employing continuous wavelet transforms1
Assessing the undrained strength cross-anisotropy of three tailings types1
Pore-space characterisation of Tamusu mudstone based on FIB-SEM1
A new method for producing uniform, loose, initially unsaturated specimens1
Elemental mapping by micro X-ray fluorescence to assess binder distribution of improved soils1
Numerical study on the damage evolution of UHPC lining in LRC gas storage1
A simple method to reduce mesh dependency in modelling landslides involving brittle soils1
Three-dimensional limit analysis with Lade–Duncan criterion1
Critical state shear strength at concrete–sand–bentonite slurry interfaces: mix proportions and rate effects1
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