OOIR: Observatory of International Research

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 2021-11-01 to 2025-11-01.)

Article	Citations
Award-winning paper in 2022	31
A modified state parameter for identifying flow liquefaction in aeolian sand	15
Shear creep behaviour of soil–structure interfaces under thermal cyclic loading	14
Impact of chemical weathering on microstructures and mechanical properties of karstic limestone	14
Laboratory assessment of rubber grid-reinforced ballast under impact testing	14
Undrained trapdoor and tunnel face stability revisited	13
Adaptivity of plate anchors to restrain the impact of seabed trenching	12
Intrinsic permeabilities of transparent soil under various aqueous environmental conditions	12
A mixed formulation of limit analysis for seismic slope stability	12
Effect of eccentricity on ultimate lateral unit earth pressure of tetrapod piles in clay	11
Rate-dependency of residual shear strength of soils: implications for landslide evolution	11
Structure evaluation of a tropical residual soil under wide range of compaction conditions	11
Application of the unified CPT method for driven piles to layered deposits	10
Effects of ultrasonic oscillations on permeability of rocks during the paraffinic oil flow	10
si-PiNet: a novel stress integration method for elastoplastic models	10
Experimental investigation of the effect of train load on mechanical properties of rock	10
X-ray microstructural insight into the mechanical behaviour of ligth-weight cemented soils	8
Non-destructive assessment of sample homogeneity in resedimented fine-grained soils by low-field NMR-spectroscopy	8
Sulfoaluminate cement-based double-liquid material grouting in fractured rock	8
Rigorous lower and upper bounds for the generalised failure loads of pile groups	8
Novel procedure for measuring the saturation of the pore-pressure system in piezocone tips	7
Editorial	7
Optimising an output of a slip line field using a chaotic swamp optimisation algorithm	7
Investigation on the attractive forces controlling clay particles' interactions	7
Failure mechanism of joint-separated granite reinforced by three-dimensional printed bolt	7

Theoretical model for the effect of porosity on correlations of point load tests of rocks	6
A novel fibre-optic pore pressure sensor for soil element testing	6
Géotechnique Letters: Referees 2022	6
A two-scale study on the influence of biopolymer enhancement on drying granular materials	6
Low-carbon erosion mitigation using bio-stimulating MICP	5
Effect of interface conditions on mudmat bearing capacity under V–H–M loading	5
Three-dimensional dynamic behaviour of embankments on liquefiable ground	5
Assessing temperature dependence of soil water adsorption strength by molecular simulation	5
Stress-dependent irreversible volumetric contraction of sand due to thermal cycles	5
Coupled effects of stress state and void ratio on thermal conductivity of saturated soils	5
Effect of initial normal stress on shear-induced non-linear fluid flow through fractures	4
Numerical assessment of effects of strain rate on the critical state of crushable sand	4
A study of the multi-scale compression behaviour of a sand immersed in a viscous liquid	4
Seismic stability charts for three-dimensional rock slopes using Hoek–Brown criterion	4
Simplified DEM approach for complex reef limestone structures and pore characteristics	4
Numerical analysis of the deep soil failure mechanism for perimeter pile groups	4
Géotechnique Letters: Referees 2021	4
Using discrete-element method hindcasting of screw pile performance for practical design	4
Particle shape descriptors as a tool for classification of grain breakage	4
Further modification of a generalised 3D Hoek–Brown criterion: the GZZ criterion	4