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

Article	Citations
Stress field on intermediate length scales during triaxial compression	127
A complete analytical solution for axial pipeline walking considering seabed resistance as rigid plastic behaviour	78
Interfacial resistance model for electro-osmotic system	66
A practical two-parameter model of pile–soil gapping for prediction of monopile offshore wind turbine dynamics	58
Experimental investigation of the seismic performance of caisson foundations supporting bridge piers	57
Editorial	54
A hydrodynamic model for chemo-mechanics of poroelastic materials	51
Frequency dependence of acoustic emission with particle interaction and failure process in dry sands during triaxial compression	50
Impact behaviour of dry granular flow against baffle structure: coupled effect of Froude and particle characteristics	49
A preliminary exploration of the micro-scale behaviour of capillary barrier effect using microfluidics	46
An experimental investigation challenging the thermal collapse of sand	43
On mechanical behaviour of clastic soils: numerical simulations and constitutive modelling	42
Exploring the micro-to-macro response of granular soils with real particle shapes by way of μCT-aided DEM analyses	40
An extended kinematic hardening constitutive model to include unsaturated behaviour for the prediction of soil deterioration	40
Pore changes in an illitic clay during one-dimensional compression	40
On the effectiveness of slope-stabilising piles for soils with distinct strain-softening behaviour	37
Probabilistic site characterisation using monitored spudcan installation data	35
Hysteretic water-retention behaviour of unsaturated hydrophobised soils	35
Experimental study on the influence of cyclic loading frequency on liquefaction characteristics of saturated sand	35
A micromechanical model for estimating the shear modulus and damping ratio of loose sands under low stresses: application to a Mars regolith simulant	35
David Greenwood	34
Numerical assessment of tip damage during pile installation in boulder-rich soils	33
Géotechnique reviewers	33
Integrated effects of inherent and induced anisotropy on reliquefaction resistance of Toyoura sand with different strain histories	33
Non-stationary anisotropy-dependent critical state for clays	32

Innovative monitoring of the response of a heritage masonry building to nearby tunnelling in London Clay	31
Role of bacteria on bio-induced calcium carbonate formation: insights from droplet microfluidic experiments	29
Experimental study on gasketed bell-and-spigot joint behaviour of lined-corrugated HDPE pipe subjected to normal fault	29
Development of a new soil–structure contact stress sensor for underground construction applications	29
Large-strain analysis of undrained smooth tube sampling	29