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 2020-03-01 to 2024-03-01.)
ArticleCitations
Experimental evaluation of ultimate bearing capacity of the cutting edge of an open caisson21
Centrifuge study on effect of installation method on lateral response of monopiles in sand21
Observations during suction bucket installation in sand12
Centrifuge modelling of drained pullout and compression cyclic behaviour of suction bucket10
Experimental studies on a circular open caisson9
Centrifuge model tests of earthquake-induced submarine landslide9
Deflection and failure of high-stiffness cantilever retaining wall embedded in soft rock9
Effect of reinforcement arrangement on dynamic behaviour of back-to-back mechanically stabilised earth walls8
Development of a fault simulator for soils under large vertical stress in a centrifuge8
Axial response of short pile due to tunnelling-induced soil movement in soft clay7
Experimental and numerical studies of a strip footing on geosynthetic-reinforced sand7
Using FBGS to estimate the horizontal response of a monopile in a geotechnical centrifuge7
Effect of pile cross-section shape on pile group behaviour under lateral loading in sand7
Centrifuge study on the effect of pile bending stiffness on the slope stabilised by piles6
Effect of spudcan shape on mitigating punch-through in sand-over-clay6
Effect of structural boundaries and stress history on at-rest soil pressure of sand6
An instrumented large soil column to investigate climatic ground interaction6
Bearing capacity of a flexible plastic plate for soil nailing5
Centrifuge tests for evaluation of submarine-mudflow hydroplaning and turbidity currents4
Frequency response function and shaking control of the ZJU-400 geotechnical centrifuge shaker4
Evaluation of seismic site response of submarine clay canyons using centrifuge modelling4
Boundary effects on dynamic centrifuge testing of onshore wind turbines on liquefiable soils4
Ultra-low permeability rock-analogue material for gas–solid coupling model tests4
Effects of gravel layer as thrust restraint for pipe bends subjected to earthquake loading4
Impact driving of monopiles in centrifuge: effect on the lateral response in sand4
Modelling of landslides in a scree slope induced by groundwater and rainfall4
Reproducing the inherent variability of soils using a three-dimensional printer4
Evaluating the effective depth of rolling dynamic compaction with a three-sided compactor3
Lateral bearing capacity of cone-shaped hollow foundation by using limit equilibrium method3
Modelling horizontally loaded reinforced-concrete piles in a geotechnical centrifuge3
Investigation of pile penetration in calcareous soft rock using X-ray computed tomography3
A laboratory miniature full-flow penetrometer system for peat3
Optimisation of frustum confining vessels using various boundary and interface conditions3
Miniaturised tsunami generator to model interaction of tsunami with coastal infrastructure3
Study of plugging of steel H piles, jacked in sand, in a calibration chamber2
Sheet pile groups as an alternative foundation solution to cast-in-situ concrete piles2
An experimental approach to evaluating the long-term performance of segmental linings2
Anti-sliding mechanism of soil–rock slope in transparent soil and discrete-element method2
Some observations in soil–pipe model tests under vertical uplift loading in compacted clay2
Investigation of drainage function of geosynthetics for basal-reinforced embankments2
Measuring vertical displacement using laser lines and cameras2
Evaluation of two-stage scaling for physical modelling of soil−foundation−structure systems2
Effects of voids on the dynamic response of tunnels under train-induced vibration loads2
Centrifuge study ofp–ycurves for vertical–horizontal static loading of piles in sand2
Use of tactile sensors for horizontal stress measurements on a large calibration chamber2
Testing pile foundations at the ETH Zurich drum centrifuge: recent developments2
On casting clay specimens of bespoke shear strength and sensitivity for landslide modelling2
Failure mechanism of geocell-reinforced vertical plate anchors subjected to lateral loading2
Centrifuge modelling of lead retardation in soil–bentonite cut-off walls2
Assessment of centrifuge modelling of internal erosion induced by upward flow conditions2
Development of a soil boundary friction meter: application to scale model testing2
Design and instrumentation of a novel centrifuge container for fly-ash run-out experiments1
Design and development of an in-flight simulator for flooding and drawdown1
Centrifuge modelling of cone penetration tests in unsaturated clayey sand under various hydraulic conditions1
Pore-pressure development near tunnel due to underwater explosion from centrifuge tests1
Determining the behaviour of jet-grouting elements using a laboratory scale1
Static model tests on mechanical behaviour of assembled multi-step cantilever walls1
Sway, sliding and back-rotation of piles subjected to pulse-like soil movement1
Editorial: Physical modelling of landslides1
Centrifuge modelling of an energy pile group with groundwater flow1
Optimisation of vibroflotation by amplitude in 1g tests and coupled Eulerian–Lagrangian simulations1
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
Experimental study on lateral behaviour of tetrapod caisson foundations in silt1
Automatic air pluvation system for physical modelling applications1
Bearing characteristics of model piled raft foundations supported by sheet piles1
Centrifuge test of non-linear soil–pile response using 1:50 scale reinforced concrete pile1
Centrifuge modelling of ground vibrations mitigation by inclined geofoam barrier1
Geotechnical centrifuge and numerical modelling of buried pipelines1
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