OOIR: Observatory of International Research

Papers

(The H4-Index of Geotechnique is 27. 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 2020-04-01 to 2024-04-01.)

Article	Citations
PISA design model for monopiles for offshore wind turbines: application to a stiff glacial clay till	80
Bio-inspired geotechnical engineering: principles, current work, opportunities and challenges	70
PISA design model for monopiles for offshore wind turbines: application to a marine sand	66
Monotonic laterally loaded pile testing in a dense marine sand at Dunkirk	54
Monotonic laterally loaded pile testing in a stiff glacial clay till at Cowden	53
Analysing the effect of principal stress rotation on railway track settlement by discrete element method	52
Global and local sand–geosynthetic interface behaviour	52
Effects of plant growth and spacing on soil hydrological changes: a field study	51
Finite-element modelling of laterally loaded piles in a dense marine sand at Dunkirk	49
DEM modelling of mini-triaxial test based on one-to-one mapping of sand particles	48
A large-deformation random finite-element study: failure mechanism and bearing capacity of spudcan in a spatially varying clayey seabed	47
Undrained anisotropy and cyclic resistance of saturated silt subjected to various patterns of principal stress rotation	41
SANISAND-MSf: a sand plasticity model with memory surface and semifluidised state	41
Finite-element modelling of laterally loaded piles in a stiff glacial clay till at Cowden	38
Triggering and motion of landslides	37
Influence of failure mechanism on seismic bearing capacity factors for shallow foundations near slopes	37
Ground characterisation for PISA pile testing and analysis	37
How particle shape affects the critical state, triggering of instability and dilatancy of granular materials – results from a DEM study	36
Anisotropic small-strain stiffness of calcareous sand affected by sample preparation, particle characteristic and gradation	36
Monopile rotation under complex cyclic lateral loading in sand	34
Flume study on the effects of microbial induced calcium carbonate precipitation (MICP) on the erosional behaviour of fine sand	34
Micromechanical investigation of liquefaction of granular media by cyclic 3D DEM tests	30
Automatic soil desiccation crack recognition using deep learning	30
Results of a critical state line testing round robin programme	30
Weather-driven deterioration processes affecting the performance of embankment slopes	29

Model-independent strength-reduction factor for effect of spatial variability on tunnel with improved soil surrounds	29
New data analysis methods for instrumented medium-scale monopile field tests	27
Seismic vulnerability of circular tunnels in sand	27
Improvements in plate anchor capacity due to cyclic and maintained loads combined with consolidation	27