International Journal of Physical Modelling in Geotechnics

(The TQCC of International Journal of Physical Modelling in Geotechnics is 3. 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 2020-07-01 to 2024-07-01.)
Centrifuge study on effect of installation method on lateral response of monopiles in sand22
Experimental evaluation of ultimate bearing capacity of the cutting edge of an open caisson22
Experimental studies on a circular open caisson9
Deflection and failure of high-stiffness cantilever retaining wall embedded in soft rock9
Centrifuge model tests of earthquake-induced submarine landslide9
Effect of pile cross-section shape on pile group behaviour under lateral loading in sand8
Effect of reinforcement arrangement on dynamic behaviour of back-to-back mechanically stabilised earth walls8
Experimental and numerical studies of a strip footing on geosynthetic-reinforced sand8
Modelling of landslides in a scree slope induced by groundwater and rainfall6
Effect of structural boundaries and stress history on at-rest soil pressure of sand6
Evaluation of seismic site response of submarine clay canyons using centrifuge modelling6
An instrumented large soil column to investigate climatic ground interaction6
Centrifuge study on the effect of pile bending stiffness on the slope stabilised by piles6
Bearing capacity of a flexible plastic plate for soil nailing5
Boundary effects on dynamic centrifuge testing of onshore wind turbines on liquefiable soils5
Effects of gravel layer as thrust restraint for pipe bends subjected to earthquake loading5
Ultra-low permeability rock-analogue material for gas–solid coupling model tests5
Reproducing the inherent variability of soils using a three-dimensional printer4
Testing pile foundations at the ETH Zurich drum centrifuge: recent developments4
Centrifuge tests for evaluation of submarine-mudflow hydroplaning and turbidity currents4
Miniaturised tsunami generator to model interaction of tsunami with coastal infrastructure3
A laboratory miniature full-flow penetrometer system for peat3
Effects of voids on the dynamic response of tunnels under train-induced vibration loads3
Lateral bearing capacity of cone-shaped hollow foundation by using limit equilibrium method3
Development of a soil boundary friction meter: application to scale model testing3
Modelling horizontally loaded reinforced-concrete piles in a geotechnical centrifuge3
Anti-sliding mechanism of soil–rock slope in transparent soil and discrete-element method3
Investigation of pile penetration in calcareous soft rock using X-ray computed tomography3
Investigation of drainage function of geosynthetics for basal-reinforced embankments3
Evaluation of two-stage scaling for physical modelling of soil−foundation−structure systems3
Impact driving of monopiles in centrifuge: effect on the lateral response in sand3
Optimisation of frustum confining vessels using various boundary and interface conditions3
Some observations in soil–pipe model tests under vertical uplift loading in compacted clay3