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 2021-12-01 to 2025-12-01.)
ArticleCitations
Award-winning paper in 202234
Laboratory assessment of rubber grid-reinforced ballast under impact testing15
Intrinsic permeabilities of transparent soil under various aqueous environmental conditions15
A modified state parameter for identifying flow liquefaction in aeolian sand14
Impact of chemical weathering on microstructures and mechanical properties of karstic limestone14
Undrained trapdoor and tunnel face stability revisited13
Shear creep behaviour of soil–structure interfaces under thermal cyclic loading13
A mixed formulation of limit analysis for seismic slope stability13
Rate-dependency of residual shear strength of soils: implications for landslide evolution12
Effect of eccentricity on ultimate lateral unit earth pressure of tetrapod piles in clay12
Adaptivity of plate anchors to restrain the impact of seabed trenching12
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
Effects of ultrasonic oscillations on permeability of rocks during the paraffinic oil flow9
Non-destructive assessment of sample homogeneity in resedimented fine-grained soils by low-field NMR-spectroscopy9
Sulfoaluminate cement-based double-liquid material grouting in fractured rock9
X-ray microstructural insight into the mechanical behaviour of ligth-weight cemented soils8
Novel procedure for measuring the saturation of the pore-pressure system in piezocone tips8
Rigorous lower and upper bounds for the generalised failure loads of pile groups8
Optimising an output of a slip line field using a chaotic swamp optimisation algorithm8
Failure mechanism of joint-separated granite reinforced by three-dimensional printed bolt7
Editorial7
Investigation on the attractive forces controlling clay particles' interactions7
Theoretical model for the effect of porosity on correlations of point load tests of rocks6
Effect of interface conditions on mudmat bearing capacity under V–H–M loading6
Géotechnique Letters: Referees 20226
A novel fibre-optic pore pressure sensor for soil element testing6
Assessing temperature dependence of soil water adsorption strength by molecular simulation6
A two-scale study on the influence of biopolymer enhancement on drying granular materials6
Numerical assessment of effects of strain rate on the critical state of crushable sand5
Three-dimensional dynamic behaviour of embankments on liquefiable ground5
Using discrete-element method hindcasting of screw pile performance for practical design5
Coupled effects of stress state and void ratio on thermal conductivity of saturated soils5
Effect of initial normal stress on shear-induced non-linear fluid flow through fractures5
Stress-dependent irreversible volumetric contraction of sand due to thermal cycles5
Seismic stability charts for three-dimensional rock slopes using Hoek–Brown criterion4
Low-carbon erosion mitigation using bio-stimulating MICP4
A study of the multi-scale compression behaviour of a sand immersed in a viscous liquid4
Géotechnique Letters: Referees 20214
Particle shape descriptors as a tool for classification of grain breakage4
Effects of particle morphology on pore structure and SWRC of granular soils4
Further modification of a generalised 3D Hoek–Brown criterion: the GZZ criterion4
Simplified DEM approach for complex reef limestone structures and pore characteristics4
Numerical analysis of the deep soil failure mechanism for perimeter pile groups4
A new grouting cable without a core tube used for reinforcement of fractured rock mass4
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