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 2022-08-01 to 2026-08-01.)

Article	Citations
Award-winning paper in 2022	36
A modified state parameter for identifying flow liquefaction in aeolian sand	18
Scalp-and-replacement of oversize particles on internal stability erosion assessment	17
Intrinsic permeabilities of transparent soil under various aqueous environmental conditions	16
Shear creep behaviour of soil–structure interfaces under thermal cyclic loading	16
Undrained trapdoor and tunnel face stability revisited	14
Laboratory assessment of rubber grid-reinforced ballast under impact testing	14
Retreat to advance: self-blocking enables efficient mineral replacement	14
Rate-dependency of residual shear strength of soils: implications for landslide evolution	13
Adaptivity of plate anchors to restrain the impact of seabed trenching	13
si-PiNet: a novel stress integration method for elastoplastic models	13
A mixed formulation of limit analysis for seismic slope stability	13
Effect of eccentricity on ultimate lateral unit earth pressure of tetrapod piles in clay	9
Long-term creep and permeability evolution of tailings sand at elevated stresses	9
Effects of ultrasonic oscillations on permeability of rocks during the paraffinic oil flow	8
Experimental investigation of the effect of train load on mechanical properties of rock	8
Non-destructive assessment of sample homogeneity in resedimented fine-grained soils by low-field NMR-spectroscopy	8
An original machine for dynamic pull-out tests: design, operation and testing	8
X-ray microstructural insight into the mechanical behaviour of ligth-weight cemented soils	7
Application of the unified CPT method for driven piles to layered deposits	6
Sulfoaluminate cement-based double-liquid material grouting in fractured rock	6
Novel procedure for measuring the saturation of the pore-pressure system in piezocone tips	5
Géotechnique Letters: Referees 2022	5
Editorial	5
Effect of drag rates on drag embedment anchor penetration for cable burial risk assessment	5

Influence of pore fluid on P-wave velocity in unsaturated sands at low effective stresses	5
Rigorous lower and upper bounds for the generalised failure loads of pile groups	5
Theoretical model for the effect of porosity on correlations of point load tests of rocks	5
A novel methodology for bridging the gap between laboratory and field scales in geological CO2 storage	4
Particle shape descriptors as a tool for classification of grain breakage	4
Seismic stability charts for three-dimensional rock slopes using Hoek–Brown criterion	4
Effect of interface conditions on mudmat bearing capacity under V–H–M loading	4
Suction approximation modelling gases in deep geological repositories	4
Low-carbon erosion mitigation using bio-stimulating MICP	4
A two-scale study on the influence of biopolymer enhancement on drying granular materials	4
Discrete element method based analysis of soil disturbance induced by different penetration devices	4
Effect of initial normal stress on shear-induced non-linear fluid flow through fractures	4
Microstructural imaging of simple shear deformation through synchrotron tomography	4
A novel fibre-optic pore pressure sensor for soil element testing	4
Stress-dependent irreversible volumetric contraction of sand due to thermal cycles	3
Further modification of a generalised 3D Hoek–Brown criterion: the GZZ criterion	3
Simplified DEM approach for complex reef limestone structures and pore characteristics	3
Small-strain stiffness and dynamic properties of well-graded gravel–rubber mixtures	3
Permeability of polymer-modified kaolinite and fly ash–kaolinite mixtures	3
A new random field finite-element limit analysis approach for undrained soils	3
Cyclic failure of interfaces between sand and snakeskin-inspired surfaces	3
A simple discrete approach to explore the response of swelling and softening particles	3
New opportunities for characterising flow channelisation in fractured media across scales	3
A study of the multi-scale compression behaviour of a sand immersed in a viscous liquid	3
Particle breakage and gradation evolution in ballast-rubber mixture under impact loading	3
Pore size distribution of granular bentonite using MIP and micro-CT	3
Characteristic time and length scales for subsurface mineralisation	3
Static response of vertically loaded pile in inhomogeneous soil	3
Analytical solutions for head-anchored piles for landslide stabilisation	3
A new grouting cable without a core tube used for reinforcement of fractured rock mass	3
Effects of particle morphology on pore structure and SWRC of granular soils	3
Terminal density of granular materials due to thermal cycling	3
A simple procedure for freezing triaxial test specimens and determining the final moisture content after liquefaction	3
Chemical weathering, carbonate alkalinity and geologic carbon cycle	3
Development and application of indoor digital drilling test systems	3