OOIR: Observatory of International Research

Papers

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

Article	Citations
Centrifuge study on effect of installation method on lateral response of monopiles in sand	21
Experimental studies on a circular open caisson	11
Deflection and failure of high-stiffness cantilever retaining wall embedded in soft rock	8
Effect of reinforcement arrangement on dynamic behaviour of back-to-back mechanically stabilised earth walls	8
Effects of voids on the dynamic response of tunnels under train-induced vibration loads	6
Effect of structural boundaries and stress history on at-rest soil pressure of sand	6
An instrumented large soil column to investigate climatic ground interaction	6
Boundary effects on dynamic centrifuge testing of onshore wind turbines on liquefiable soils	5
Effects of gravel layer as thrust restraint for pipe bends subjected to earthquake loading	5
Ultra-low permeability rock-analogue material for gas–solid coupling model tests	5
Testing pile foundations at the ETH Zurich drum centrifuge: recent developments	4
Reproducing the inherent variability of soils using a three-dimensional printer	4
Modelling horizontally loaded reinforced-concrete piles in a geotechnical centrifuge	3
Optimisation of frustum confining vessels using various boundary and interface conditions	3
Lateral bearing capacity of cone-shaped hollow foundation by using limit equilibrium method	3
Investigation of drainage function of geosynthetics for basal-reinforced embankments	3
A laboratory miniature full-flow penetrometer system for peat	3
Impact driving of monopiles in centrifuge: effect on the lateral response in sand	3
Anti-sliding mechanism of soil–rock slope in transparent soil and discrete-element method	3
Determining the behaviour of jet-grouting elements using a laboratory scale	3
Miniaturised tsunami generator to model interaction of tsunami with coastal infrastructure	3
Evaluation of two-stage scaling for physical modelling of soil−foundation−structure systems	3
Experimental study to enhance prediction of jet-grout column diameter and efficiency in sand	3
Assessment of centrifuge modelling of internal erosion induced by upward flow conditions	3
Some observations in soil–pipe model tests under vertical uplift loading in compacted clay	3

Development of a soil boundary friction meter: application to scale model testing