International Journal of Physical Modelling in Geotechnics

Papers
(The median citation count of International Journal of Physical Modelling in Geotechnics is 1. 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.)
ArticleCitations
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
Deflection and failure of high-stiffness cantilever retaining wall embedded in soft rock9
Centrifuge model tests of earthquake-induced submarine landslide9
Experimental studies on a circular open caisson9
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
Effect of pile cross-section shape on pile group behaviour under lateral loading in sand8
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
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
Ultra-low permeability rock-analogue material for gas–solid coupling model tests5
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
Centrifuge tests for evaluation of submarine-mudflow hydroplaning and turbidity currents4
Reproducing the inherent variability of soils using a three-dimensional printer4
Testing pile foundations at the ETH Zurich drum centrifuge: recent developments4
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
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
On casting clay specimens of bespoke shear strength and sensitivity for landslide modelling2
Centrifuge modelling of lead retardation in soil–bentonite cut-off walls2
Experimental study on lateral behaviour of tetrapod caisson foundations in silt2
Use of tactile sensors for horizontal stress measurements on a large calibration chamber2
Measuring vertical displacement using laser lines and cameras2
Failure mechanism of geocell-reinforced vertical plate anchors subjected to lateral loading2
Automatic air pluvation system for physical modelling applications2
Centrifuge study ofp–ycurves for vertical–horizontal static loading of piles in sand2
Study of plugging of steel H piles, jacked in sand, in a calibration chamber2
An experimental approach to evaluating the long-term performance of segmental linings2
Centrifuge modelling of an energy pile group with groundwater flow2
Assessment of centrifuge modelling of internal erosion induced by upward flow conditions2
Evaluating the effective depth of rolling dynamic compaction with a three-sided compactor2
Static model tests on mechanical behaviour of assembled multi-step cantilever walls1
Experimental study to enhance prediction of jet-grout column diameter and efficiency in sand1
Geotechnical centrifuge and numerical modelling of buried pipelines1
Design and instrumentation of a novel centrifuge container for fly-ash run-out experiments1
Centrifuge modelling of cone penetration tests in unsaturated clayey sand under various hydraulic conditions1
Bearing characteristics of model piled raft foundations supported by sheet piles1
Determining the behaviour of jet-grouting elements using a laboratory scale1
Centrifuge modelling of ground vibrations mitigation by inclined geofoam barrier1
Sway, sliding and back-rotation of piles subjected to pulse-like soil movement1
Editorial: Physical modelling of landslides1
Design and development of an in-flight simulator for flooding and drawdown1
The effect of soil type on the behaviour of a tolerably mobile subsea foundation1
Study on earth pressure of deep-buried tunnel in layered ground with centrifuge modelling1
Laboratory investigation to determine ageing of pile shaft friction in clay1
Centrifuge modelling of ultra-thin high strength steel fibre reinforced concrete pavements1
Physical 1g modelling of defective small-scale piled-raft systems founded in sand1
Surface settlements arising from elliptical shaft excavation in clay1
Optimisation of vibroflotation by amplitude in 1g tests and coupled Eulerian–Lagrangian simulations1
Pore-pressure development near tunnel due to underwater explosion from centrifuge tests1
Centrifuge test of non-linear soil–pile response using 1:50 scale reinforced concrete pile1
0.018529176712036