OOIR: Observatory of International Research

Papers

(The TQCC of Geosynthetics International is 7. 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 2020-05-01 to 2024-05-01.)

Article	Citations
Multivariate adaptive regression splines model for reinforced soil foundations	55
A case study on geogrid-reinforced and pile-supported widened highway embankment	36
Effect of fiber reinforcement on the mechanical behavior of bio-cemented sand	35
Strength and swelling properties of a waste tire textile fiber-reinforced expansive soil	34
Load transfer mechanism in geosynthetic reinforced column-supported embankments	31
Influence of pocket shape on numerical response of geocell reinforced foundation systems	31
Shaking table study of the influence of facing on reinforced soil wall connection loads	27
Geosynthetic-reinforced pile-supported embankment: settlement in different pile conditions	25
Load-deformation of piled embankments considering geosynthetic membrane effect and interface friction	25
Geosynthetic-reinforced pile-embankments: numerical, analytical and centrifuge modelling	21
Effect of aperture ratio on the cyclic shear behaviour of aggregate-geogrid interfaces	20
Monotonic, cyclic and post-cyclic shearing behavior of sand-EPS geofoam interface	19
Analytical solution for geogrid-reinforced piled embankments under traffic loads	19
The arching effect in rubber–sand mixtures	18
Dewatering of dredged slurry by horizontal drain assisted with vacuum and flocculation	18
Behavior of discrete fiber-reinforced sandy soil in large-scale simple shear tests	16
Interaction between PFASs and geosynthetic liners: current status and the way forward	16
Evaluation of vertical stress distribution in field monitored GRS-IBS structure	16
Liquefaction behavior of fiber-reinforced sand based on cyclic triaxial tests	16
Behaviour evaluation of a gravelly soil–geogrid interface under normal cyclic loading	15
Performance of anchor in sand with different forms of geosynthetic reinforcement	15
Quantitative performance evaluation of GRPE: a full-scale modeling approach	15
Analytical model for the design of piled embankments considering cohesive soils	14
Pullout of geogrids from tire-derived aggregate having large particle size	13
Geosynthetic encased column-supported embankment: behavior with and without basal geogrid	12

Behavior of geocell reinforced bed under vibration loading: 3D numerical studies	12
Shaking table study on sand-EPS beads-mixtures using a laminar box	12
Evaluation of required connection load in GRS-IBS structures under service loads	12
Mechanical and hydraulic compatibility of RAP with geosynthetics used in MSE walls	11
X-ray computed tomography imaging of fibre-reinforced clay subjected to triaxial loading	11
Effect of internal drainage on deformation behavior of GRS wall during rainfall	11
Thermal desiccation of geosynthetic clay liners under brine pond conditions	11
Encased stone columns: coupled continuum – discrete modelling and observations	11
Healing the world: a geosynthetics solution	11
Effect of infilled materials and arrangements on shear characteristics of stacked soilbags	11
Static liquefaction behavior of short discrete carbon fiber reinforced silty sand	11
Strength and microstructure of a lignin fiber-reinforced expansive soil in cold regions	10
Back-analysis of the water retention curve of a GCL on the wetting path	10
Repeated loading of soilbag-reinforced road subgrade	10
The use of geosynthetics in roads	10
Settlement-based cost optimization of geogrid-reinforced pile-supported foundation	9
Field assessment of improvement in composite modulus of geosynthetic-reinforced pavements	9
Effect of a two-tiered configuration on the seismic behaviour of reinforced soil walls	9
Swelling prediction for green stabilized fiber-reinforced sulfate-rich dispersive soils	9
Investigation on load-carrying capacity of geogrid-encased deep cement mixing piles	8
Predicting strength of soilbags under cyclic compression	8
Evaluation of interaction properties of uniaxial geogrids with waste foundry sand	8
Analytical solution for solute transport in a triple liner under non-isothermal conditions	8
Undrained response of geocell-confined pond ash samples under static and cyclic loading	8
Model studies of square footings on geocell-reinforced slopes	8
Use of geosynthetics to mitigate problems associated with expansive clay subgrades	8
Fatigue performance of geosynthetic-reinforced asphalt layers	8
Water characteristic curves of geosynthetic clay liners hydrated by a saline solution	7
Effects of processing type on shear modulus and damping ratio of waste tire-sand mixtures	7
Laboratory evaluation of dynamic shear response of sand – geomembrane interface	7
Performance of laboratory geogrid-reinforced retaining walls under freeze-thaw cycles	7
Influence of geosynthetic stiffness on analytical solutions for reinforced fill over void	7
Influence of physical clogging on filtration performance of soil-geotextile interaction	7
Factors affecting geotextile filter long-term behaviour and their relevance in design	7
Mechanical and osmotic consolidation of geosynthetic clay liners: a laboratory study	7
Evaluation of required stiffness and strength of cellular geosynthetics	7
Numerical simulation of a geotextile soil wall considering soil-atmosphere interaction	7
Vacuum-induced lateral deformation around a vertical drain in dredged slurry	7
Influence of soil density on performance of geocell-reinforced vertical anchor in sand	7
Load transfer and deformation of geogrid-reinforced piled embankments: field measurement	7