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 2020-11-01 to 2024-11-01.)

Article	Citations
PISA design model for monopiles for offshore wind turbines: application to a stiff glacial clay till	98
Bio-inspired geotechnical engineering: principles, current work, opportunities and challenges	84
PISA design model for monopiles for offshore wind turbines: application to a marine sand	83
Global and local sand–geosynthetic interface behaviour	68
Monotonic laterally loaded pile testing in a dense marine sand at Dunkirk	61
Finite-element modelling of laterally loaded piles in a dense marine sand at Dunkirk	61
Monotonic laterally loaded pile testing in a stiff glacial clay till at Cowden	60
DEM modelling of mini-triaxial test based on one-to-one mapping of sand particles	60
SANISAND-MSf: a sand plasticity model with memory surface and semifluidised state	54
Anisotropic small-strain stiffness of calcareous sand affected by sample preparation, particle characteristic and gradation	51
Finite-element modelling of laterally loaded piles in a stiff glacial clay till at Cowden	46
Triggering and motion of landslides	46
Ground characterisation for PISA pile testing and analysis	45
How particle shape affects the critical state, triggering of instability and dilatancy of granular materials – results from a DEM study	44
Influence of failure mechanism on seismic bearing capacity factors for shallow foundations near slopes	40
Weather-driven deterioration processes affecting the performance of embankment slopes	40
Flume study on the effects of microbial induced calcium carbonate precipitation (MICP) on the erosional behaviour of fine sand	39
Arching in granular soils: experimental observations of deformation mechanisms	38
Effect of grain size distribution on the shear band thickness evolution in sand	36
Automatic soil desiccation crack recognition using deep learning	34
Results of a critical state line testing round robin programme	33
Model-independent strength-reduction factor for effect of spatial variability on tunnel with improved soil surrounds	32
Evolution of particle morphology and mode of fracture during the oedometric compression of sand	31
Constitutive model for monotonic and cyclic loading on anisotropic clays	31
Application of the PISA design model to monopiles embedded in layered soils	30

Physical modelling to demonstrate the feasibility of screw piles for offshore jacket-supported wind energy structures	29
New data analysis methods for instrumented medium-scale monopile field tests	29
Equivalent state theory for mixtures of sand with non-plastic fines: a DEM investigation	28
Seismic vulnerability of circular tunnels in sand	28
Strength–dilatancy and critical state behaviours of binary mixtures of graded sands influenced by particle size ratio and fines content	28