OOIR: Observatory of International Research

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 2022-01-01 to 2026-01-01.)

Article	Citations
Award-winning paper in 2022	34
Laboratory assessment of rubber grid-reinforced ballast under impact testing	16
A modified state parameter for identifying flow liquefaction in aeolian sand	15
Undrained trapdoor and tunnel face stability revisited	14
Scalp-and-replacement of oversize particles on internal stability erosion assessment	14
Intrinsic permeabilities of transparent soil under various aqueous environmental conditions	14
Shear creep behaviour of soil–structure interfaces under thermal cyclic loading	13
Adaptivity of plate anchors to restrain the impact of seabed trenching	13
Rate-dependency of residual shear strength of soils: implications for landslide evolution	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	12
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	11
si-PiNet: a novel stress integration method for elastoplastic models	11
Experimental investigation of the effect of train load on mechanical properties of rock	10
Sulfoaluminate cement-based double-liquid material grouting in fractured rock	9
Effects of ultrasonic oscillations on permeability of rocks during the paraffinic oil flow	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
Optimising an output of a slip line field using a chaotic swamp optimisation algorithm	7
X-ray microstructural insight into the mechanical behaviour of ligth-weight cemented soils	7
Theoretical model for the effect of porosity on correlations of point load tests of rocks	6
Géotechnique Letters: Referees 2022	6
Effect of drag rates on drag embedment anchor penetration for cable burial risk assessment	6
Novel procedure for measuring the saturation of the pore-pressure system in piezocone tips	6

Editorial	6
A two-scale study on the influence of biopolymer enhancement on drying granular materials	6
Assessing temperature dependence of soil water adsorption strength by molecular simulation	5
Discrete element method based analysis of soil disturbance induced by different penetration devices	5
Effect of interface conditions on mudmat bearing capacity under V–H–M loading	5
A novel fibre-optic pore pressure sensor for soil element testing	5
Numerical assessment of effects of strain rate on the critical state of crushable sand	4
Particle shape descriptors as a tool for classification of grain breakage	4
Coupled effects of stress state and void ratio on thermal conductivity of saturated soils	4
Effect of initial normal stress on shear-induced non-linear fluid flow through fractures	4
Seismic stability charts for three-dimensional rock slopes using Hoek–Brown criterion	4
Stress-dependent irreversible volumetric contraction of sand due to thermal cycles	4
Analytical solutions for head-anchored piles for landslide stabilisation	4
Further modification of a generalised 3D Hoek–Brown criterion: the GZZ criterion	3
Three-dimensional dynamic behaviour of embankments on liquefiable ground	3
Relating cone penetration resistance to sand state using the material point method	3
Small-strain stiffness and dynamic properties of well-graded gravel–rubber mixtures	3
Static response of vertically loaded pile in inhomogeneous soil	3
Effects of particle morphology on pore structure and SWRC of granular soils	3
Numerical analysis of the deep soil failure mechanism for perimeter pile groups	3
A study of the multi-scale compression behaviour of a sand immersed in a viscous liquid	3
Low-carbon erosion mitigation using bio-stimulating MICP	3
A simple discrete approach to explore the response of swelling and softening particles	3
Snakeskin-inspired patterns for frictional anisotropic behaviour of split set rock bolts	3
Development and application of indoor digital drilling test systems	3
A new grouting cable without a core tube used for reinforcement of fractured rock mass	3
Simplified DEM approach for complex reef limestone structures and pore characteristics	3
Géotechnique Letters: Referees 2021	3
A new random field finite-element limit analysis approach for undrained soils	3
Characteristic time and length scales for subsurface mineralisation	3
Cyclic failure of interfaces between sand and snakeskin-inspired surfaces	3