Geotechnique Letters

Papers
(The TQCC of Geotechnique Letters is 3. 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 2022-06-01 to 2026-06-01.)
ArticleCitations
Award-winning paper in 202235
A modified state parameter for identifying flow liquefaction in aeolian sand20
Retreat to advance: self-blocking enables efficient mineral replacement17
Intrinsic permeabilities of transparent soil under various aqueous environmental conditions16
Shear creep behaviour of soil–structure interfaces under thermal cyclic loading15
Scalp-and-replacement of oversize particles on internal stability erosion assessment15
Undrained trapdoor and tunnel face stability revisited15
Laboratory assessment of rubber grid-reinforced ballast under impact testing15
Adaptivity of plate anchors to restrain the impact of seabed trenching13
A mixed formulation of limit analysis for seismic slope stability13
si-PiNet: a novel stress integration method for elastoplastic models13
Rate-dependency of residual shear strength of soils: implications for landslide evolution13
Long-term creep and permeability evolution of tailings sand at elevated stresses12
Effect of eccentricity on ultimate lateral unit earth pressure of tetrapod piles in clay12
An original machine for dynamic pull-out tests: design, operation and testing11
Structure evaluation of a tropical residual soil under wide range of compaction conditions9
Experimental investigation of the effect of train load on mechanical properties of rock8
Non-destructive assessment of sample homogeneity in resedimented fine-grained soils by low-field NMR-spectroscopy8
Sulfoaluminate cement-based double-liquid material grouting in fractured rock8
X-ray microstructural insight into the mechanical behaviour of ligth-weight cemented soils7
Application of the unified CPT method for driven piles to layered deposits7
Rigorous lower and upper bounds for the generalised failure loads of pile groups6
Effects of ultrasonic oscillations on permeability of rocks during the paraffinic oil flow6
Novel procedure for measuring the saturation of the pore-pressure system in piezocone tips6
Editorial5
Theoretical model for the effect of porosity on correlations of point load tests of rocks5
Optimising an output of a slip line field using a chaotic swamp optimisation algorithm5
Influence of pore fluid on P-wave velocity in unsaturated sands at low effective stresses5
Effect of drag rates on drag embedment anchor penetration for cable burial risk assessment5
A novel fibre-optic pore pressure sensor for soil element testing4
Assessing temperature dependence of soil water adsorption strength by molecular simulation4
Microstructural imaging of simple shear deformation through synchrotron tomography4
New opportunities for characterising flow channelisation in fractured media across scales4
Géotechnique Letters: Referees 20224
A novel methodology for bridging the gap between laboratory and field scales in geological CO2 storage4
Discrete element method based analysis of soil disturbance induced by different penetration devices4
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
A two-scale study on the influence of biopolymer enhancement on drying granular materials4
Effect of interface conditions on mudmat bearing capacity under V–H–M loading4
Seismic stability charts for three-dimensional rock slopes using Hoek–Brown criterion4
Particle shape descriptors as a tool for classification of grain breakage4
Stress-dependent irreversible volumetric contraction of sand due to thermal cycles3
Low-carbon erosion mitigation using bio-stimulating MICP3
Effects of particle morphology on pore structure and SWRC of granular soils3
Particle breakage and gradation evolution in ballast-rubber mixture under impact loading3
Characteristic time and length scales for subsurface mineralisation3
Chemical weathering, carbonate alkalinity and geologic carbon cycle3
Small-strain stiffness and dynamic properties of well-graded gravel–rubber mixtures3
A study of the multi-scale compression behaviour of a sand immersed in a viscous liquid3
Analytical solutions for head-anchored piles for landslide stabilisation3
A new grouting cable without a core tube used for reinforcement of fractured rock mass3
Terminal density of granular materials due to thermal cycling3
Static response of vertically loaded pile in inhomogeneous soil3
Cyclic failure of interfaces between sand and snakeskin-inspired surfaces3
Relating cone penetration resistance to sand state using the material point method3
Further modification of a generalised 3D Hoek–Brown criterion: the GZZ criterion3
Simplified DEM approach for complex reef limestone structures and pore characteristics3
A simple discrete approach to explore the response of swelling and softening particles3
A new random field finite-element limit analysis approach for undrained soils3
Development and application of indoor digital drilling test systems3
Snakeskin-inspired patterns for frictional anisotropic behaviour of split set rock bolts3
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