Geotechnique Letters

Papers
(The TQCC of Geotechnique Letters 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 2021-05-01 to 2025-05-01.)
ArticleCitations
Auxiliary plastic potential approach in elastoplasticity for soils30
Award-winning paper in 202215
Impact of chemical weathering on microstructures and mechanical properties of karstic limestone15
Filter paper method for suction measurement using electrical resistivity12
Undrained trapdoor and tunnel face stability revisited11
A new method for storage of block samples: a pilot study11
A modified state parameter for identifying flow liquefaction in aeolian sand11
Intrinsic permeabilities of transparent soil under various aqueous environmental conditions11
Laboratory assessment of rubber grid-reinforced ballast under impact testing10
Shear creep behaviour of soil–structure interfaces under thermal cyclic loading10
Adaptivity of plate anchors to restrain the impact of seabed trenching10
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
Rigorous lower and upper bounds for the generalised failure loads of pile groups7
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
Novel procedure for measuring the saturation of the pore-pressure system in piezocone tips6
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
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
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
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
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
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