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 2021-09-01 to 2025-09-01.)

Article	Citations
Filter paper method for suction measurement using electrical resistivity	30
Auxiliary plastic potential approach in elastoplasticity for soils	19
Award-winning paper in 2022	16
A new method for storage of block samples: a pilot study	15
Impact of chemical weathering on microstructures and mechanical properties of karstic limestone	14
Undrained trapdoor and tunnel face stability revisited	13
Intrinsic permeabilities of transparent soil under various aqueous environmental conditions	13
Shear creep behaviour of soil–structure interfaces under thermal cyclic loading	12
Laboratory assessment of rubber grid-reinforced ballast under impact testing	12
A modified state parameter for identifying flow liquefaction in aeolian sand	12
Rate-dependency of residual shear strength of soils: implications for landslide evolution	11
Adaptivity of plate anchors to restrain the impact of seabed trenching	11
A mixed formulation of limit analysis for seismic slope stability	11
Structure evaluation of a tropical residual soil under wide range of compaction conditions	10
si-PiNet: a novel stress integration method for elastoplastic models	10
Effect of eccentricity on ultimate lateral unit earth pressure of tetrapod piles in clay	9
Non-destructive assessment of sample homogeneity in resedimented fine-grained soils by low-field NMR-spectroscopy	9
Experimental investigation of the effect of train load on mechanical properties of rock	8
Sulfoaluminate cement-based double-liquid material grouting in fractured rock	8
Effects of ultrasonic oscillations on permeability of rocks during the paraffinic oil flow	8
X-ray microstructural insight into the mechanical behaviour of ligth-weight cemented soils	8
Application of the unified CPT method for driven piles to layered deposits	8
Failure mechanism of joint-separated granite reinforced by three-dimensional printed bolt	7
Investigation on the attractive forces controlling clay particles' interactions	7
Novel procedure for measuring the saturation of the pore-pressure system in piezocone tips	7

Optimising an output of a slip line field using a chaotic swamp optimisation algorithm	7
Rigorous lower and upper bounds for the generalised failure loads of pile groups	7
A novel fibre-optic pore pressure sensor for soil element testing	6
An energy-based damage model for red-bed sandstones subjected to drying–wetting cycles	6
Theoretical model for the effect of porosity on correlations of point load tests of rocks	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
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
Coupled effects of stress state and void ratio on thermal conductivity of saturated soils	5
Using discrete-element method hindcasting of screw pile performance for practical design	5
Effect of interface conditions on mudmat bearing capacity under V–H–M loading	5
Seismic stability charts for three-dimensional rock slopes using Hoek–Brown criterion	4
Three-dimensional dynamic behaviour of embankments on liquefiable ground	4
Further modification of a generalised 3D Hoek–Brown criterion: the GZZ criterion	4
Simplified DEM approach for complex reef limestone structures and pore characteristics	4
Géotechnique Letters: Referees 2021	4
Effect of initial normal stress on shear-induced non-linear fluid flow through fractures	4
Particle shape descriptors as a tool for classification of grain breakage	4
Numerical analysis of the deep soil failure mechanism for perimeter pile groups	4