Geotechnique

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 2021-04-01 to 2025-04-01.)
ArticleCitations
Editorial101
Influence of air entrainment and gas kinetics on liquefaction triggering during tsunami loading80
Michele Jamiolkowski74
Coupled hydromechanical modelling of cone penetration in layered liquefiable soils64
An experimental study on factors affecting the ageing of shaft friction on steel displacement piles in sand57
Causes of the high friction angle of diatomaceous soil: microscale and nanoscale insights56
Small-strain shear modulus and yielding characteristics of compacted high-plasticity clay50
Effects of vegetation growth on soil microstructure and hydro-mechanical behaviour50
A complete analytical solution for axial pipeline walking considering seabed resistance as rigid plastic behaviour48
Editorial: linear infrastructure and slopes46
The impact of thermal–hydraulic variation on tunnel long-term performance: a tale of two tunnels45
On the influence of the shearing rate on the monotonic and cyclic response of Malaysian kaolin44
Editorial42
Announcement: Award-winning papers in 202139
Cavity expansion in cohesive-frictional soils with limited dilation36
Quantitative shear strength–consolidation stress–void ratio interrelations for reconstituted clays35
Editorial35
Direct estimation of shear-wave velocity profiles from surface wave investigation of geotechnical sites33
DEM modelling of mini-triaxial test based on one-to-one mapping of sand particles32
A bounding surface plasticity model for cemented sand under monotonic and cyclic loading31
Innovative methods of ground improvement for railway embankment peat fens foundation soil30
Spudcan–pile interaction in sand-over-clay: centrifuge modelling30
Observed behaviour of old railway embankments formed of ash and dumped clay fill29
Interaction domains of pile groups in cohesive soils under generalised loads29
Experimental study of the performance of a 32 m deep excavation in the suburbs of Paris29
Stress field on intermediate length scales during triaxial compression29
Numerical simulation of underground excavations in an indurated clay using non-local regularisation. Part 1: formulation and base case28
Interfacial resistance model for electro-osmotic system28
On swelling behaviours of a bentonite under different water contents28
Interaction between tunnel-boring machines and heavily squeezing purely cohesive grounds28
0.19193005561829