OOIR: Observatory of International Research

Papers

(The H4-Index of Geotechnique is 31. 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
Editorial	164
Stress field on intermediate length scales during triaxial compression	87
Impact behaviour of dry granular flow against baffle structure: coupled effect of Froude and particle characteristics	87
A hydrodynamic model for chemo-mechanics of poroelastic materials	76
A practical two-parameter model of pile–soil gapping for prediction of monopile offshore wind turbine dynamics	66
Interfacial resistance model for electro-osmotic system	64
Experimental investigation of the seismic performance of caisson foundations supporting bridge piers	61
A complete analytical solution for axial pipeline walking considering seabed resistance as rigid plastic behaviour	55
Frequency dependence of acoustic emission with particle interaction and failure process in dry sands during triaxial compression	54
A bounding surface plasticity model for the hydro-mechanical behaviour of soils experiencing internal erosion	52
Suffusion of gravel–sand mixtures under cyclic hydraulic gradient with emphasis on tracking the migration of fine particles	47
An extended kinematic hardening constitutive model to include unsaturated behaviour for the prediction of soil deterioration	45
David Greenwood	43
Géotechnique reviewers	42
A preliminary exploration of the micro-scale behaviour of capillary barrier effect using microfluidics	41
Experimental study on gasketed bell-and-spigot joint behaviour of lined-corrugated HDPE pipe subjected to normal fault	41
Non-stationary anisotropy-dependent critical state for clays	39
Exploring the micro-to-macro response of granular soils with real particle shapes by way of μCT-aided DEM analyses	38
Hysteretic water-retention behaviour of unsaturated hydrophobised soils	38
Role of bacteria on bio-induced calcium carbonate formation: insights from droplet microfluidic experiments	37
An experimental investigation challenging the thermal collapse of sand	37
Probabilistic site characterisation using monitored spudcan installation data	36
On mechanical behaviour of clastic soils: numerical simulations and constitutive modelling	36
Pore changes in an illitic clay during one-dimensional compression	36
Numerical assessment of tip damage during pile installation in boulder-rich soils	36

A micromechanical model for estimating the shear modulus and damping ratio of loose sands under low stresses: application to a Mars regolith simulant	34
Integrated effects of inherent and induced anisotropy on reliquefaction resistance of Toyoura sand with different strain histories	33
Experimental study on the influence of cyclic loading frequency on liquefaction characteristics of saturated sand	33
Seismic inversion for grain size distribution in granular geohazards: combining theory and experiments	33
Discussion: Salinity and oven-drying effects on the plasticity of a marine soft clay	32
Effects of debris flow rheology on overflow and impact dynamics against dual-rigid barriers	32
The unsaturated characteristics of natural loess in slopes, New Zealand	31
Development of a new soil–structure contact stress sensor for underground construction applications	31
Pore pressure coefficient in frozen soils	31
Analysis of the micro to macro response of clays to compression	31
Diaphragm wall deformation and ground settlement caused by dewatering before excavation in strata with leaky aquifers	31