OOIR: Observatory of International Research

Papers

(The H4-Index of Geotechnique is 28. 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 2020-05-01 to 2024-05-01.)

Article	Citations
PISA design model for monopiles for offshore wind turbines: application to a stiff glacial clay till	82
Bio-inspired geotechnical engineering: principles, current work, opportunities and challenges	72
PISA design model for monopiles for offshore wind turbines: application to a marine sand	69
Effects of plant growth and spacing on soil hydrological changes: a field study	56
Global and local sand–geosynthetic interface behaviour	56
Monotonic laterally loaded pile testing in a dense marine sand at Dunkirk	55
Analysing the effect of principal stress rotation on railway track settlement by discrete element method	54
Monotonic laterally loaded pile testing in a stiff glacial clay till at Cowden	53
Finite-element modelling of laterally loaded piles in a dense marine sand at Dunkirk	52
DEM modelling of mini-triaxial test based on one-to-one mapping of sand particles	50
A large-deformation random finite-element study: failure mechanism and bearing capacity of spudcan in a spatially varying clayey seabed	47
SANISAND-MSf: a sand plasticity model with memory surface and semifluidised state	47
Ground characterisation for PISA pile testing and analysis	39
Anisotropic small-strain stiffness of calcareous sand affected by sample preparation, particle characteristic and gradation	39
Finite-element modelling of laterally loaded piles in a stiff glacial clay till at Cowden	38
Triggering and motion of landslides	38
Influence of failure mechanism on seismic bearing capacity factors for shallow foundations near slopes	37
How particle shape affects the critical state, triggering of instability and dilatancy of granular materials – results from a DEM study	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
Automatic soil desiccation crack recognition using deep learning	30
Micromechanical investigation of liquefaction of granular media by cyclic 3D DEM tests	30
Results of a critical state line testing round robin programme	30
Weather-driven deterioration processes affecting the performance of embankment slopes	30
Model-independent strength-reduction factor for effect of spatial variability on tunnel with improved soil surrounds	29

Effect of grain size distribution on the shear band thickness evolution in sand	29
Improvements in plate anchor capacity due to cyclic and maintained loads combined with consolidation	28
Seismic vulnerability of circular tunnels in sand	28