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 2021-08-01 to 2025-08-01.)

Article	Citations
Intrinsic permeabilities of transparent soil under various aqueous environmental conditions	30
Laboratory assessment of rubber grid-reinforced ballast under impact testing	17
Auxiliary plastic potential approach in elastoplasticity for soils	16
A new method for storage of block samples: a pilot study	15
A modified state parameter for identifying flow liquefaction in aeolian sand	14
Filter paper method for suction measurement using electrical resistivity	13
Undrained trapdoor and tunnel face stability revisited	13
Award-winning paper in 2022	12
Adaptivity of plate anchors to restrain the impact of seabed trenching	11
Impact of chemical weathering on microstructures and mechanical properties of karstic limestone	11
Shear creep behaviour of soil–structure interfaces under thermal cyclic loading	11
A mixed formulation of limit analysis for seismic slope stability	10
Rate-dependency of residual shear strength of soils: implications for landslide evolution	10
si-PiNet: a novel stress integration method for elastoplastic models	9
Effect of eccentricity on ultimate lateral unit earth pressure of tetrapod piles in clay	9
Structure evaluation of a tropical residual soil under wide range of compaction conditions	9
X-ray microstructural insight into the mechanical behaviour of ligth-weight cemented soils	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
Non-destructive assessment of sample homogeneity in resedimented fine-grained soils by low-field NMR-spectroscopy	8
Experimental investigation of the effect of train load on mechanical properties of rock	8
Application of the unified CPT method for driven piles to layered deposits	8
Effects of ultrasonic oscillations on permeability of rocks during the paraffinic oil flow	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

An energy-based damage model for red-bed sandstones subjected to drying–wetting cycles	6
Novel procedure for measuring the saturation of the pore-pressure system in piezocone tips	6
Theoretical model for the effect of porosity on correlations of point load tests of rocks	6
Géotechnique Letters: Referees 2022	6
Failure mechanism of joint-separated granite reinforced by three-dimensional printed bolt	6
Coupled effects of stress state and void ratio on thermal conductivity of saturated soils	5
Seismic stability charts for three-dimensional rock slopes using Hoek–Brown criterion	5
A two-scale study on the influence of biopolymer enhancement on drying granular materials	5
Effect of initial normal stress on shear-induced non-linear fluid flow through fractures	5
Simplified DEM approach for complex reef limestone structures and pore characteristics	5
Assessing temperature dependence of soil water adsorption strength by molecular simulation	5
Numerical assessment of effects of strain rate on the critical state of crushable sand	5
Particle shape descriptors as a tool for classification of grain breakage	4
A study of the multi-scale compression behaviour of a sand immersed in a viscous liquid	4
A new grouting cable without a core tube used for reinforcement of fractured rock mass	4
Three-dimensional dynamic behaviour of embankments on liquefiable ground	4
Effects of particle morphology on pore structure and SWRC of granular soils	4
Using discrete-element method hindcasting of screw pile performance for practical design	4
Further modification of a generalised 3D Hoek–Brown criterion: the GZZ criterion	4
Géotechnique Letters: Referees 2021	4