OOIR: Observatory of International Research

Papers

(The H4-Index of Geotechnique is 29. 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 2021-10-01 to 2025-10-01.)

Article	Citations
A hydrodynamic model for chemo-mechanics of poroelastic materials	130
Stress field on intermediate length scales during triaxial compression	81
Editorial	68
A complete analytical solution for axial pipeline walking considering seabed resistance as rigid plastic behaviour	60
A practical two-parameter model of pile–soil gapping for prediction of monopile offshore wind turbine dynamics	59
Experimental investigation of the seismic performance of caisson foundations supporting bridge piers	54
Frequency dependence of acoustic emission with particle interaction and failure process in dry sands during triaxial compression	52
Impact behaviour of dry granular flow against baffle structure: coupled effect of Froude and particle characteristics	51
Interfacial resistance model for electro-osmotic system	49
On the effectiveness of slope-stabilising piles for soils with distinct strain-softening behaviour	44
A preliminary exploration of the micro-scale behaviour of capillary barrier effect using microfluidics	44
A micromechanical model for estimating the shear modulus and damping ratio of loose sands under low stresses: application to a Mars regolith simulant	42
Innovative monitoring of the response of a heritage masonry building to nearby tunnelling in London Clay	42
Hysteretic water-retention behaviour of unsaturated hydrophobised soils	40
David Greenwood	38
Probabilistic site characterisation using monitored spudcan installation data	38
Numerical assessment of tip damage during pile installation in boulder-rich soils	37
Géotechnique reviewers	36
Integrated effects of inherent and induced anisotropy on reliquefaction resistance of Toyoura sand with different strain histories	36
Large-strain analysis of undrained smooth tube sampling	34
Non-stationary anisotropy-dependent critical state for clays	34
An experimental investigation challenging the thermal collapse of sand	33
Exploring the micro-to-macro response of granular soils with real particle shapes by way of μCT-aided DEM analyses	33
Experimental study on gasketed bell-and-spigot joint behaviour of lined-corrugated HDPE pipe subjected to normal fault	32
Role of bacteria on bio-induced calcium carbonate formation: insights from droplet microfluidic experiments	32

An extended kinematic hardening constitutive model to include unsaturated behaviour for the prediction of soil deterioration	30
Pore changes in an illitic clay during one-dimensional compression	30
Experimental study on the influence of cyclic loading frequency on liquefaction characteristics of saturated sand	30
Effects of debris flow rheology on overflow and impact dynamics against dual-rigid barriers	29
On mechanical behaviour of clastic soils: numerical simulations and constitutive modelling	29