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 2020-04-01 to 2024-04-01.)

Article	Citations
Multivariate adaptive regression splines model for reinforced soil foundations	54
Geosynthetic-reinforced pile-supported embankments: state of the art	53
A case study on geogrid-reinforced and pile-supported widened highway embankment	35
Effect of fiber reinforcement on the mechanical behavior of bio-cemented sand	33
Strength and swelling properties of a waste tire textile fiber-reinforced expansive soil	31
Load transfer mechanism in geosynthetic reinforced column-supported embankments	30
Influence of pocket shape on numerical response of geocell reinforced foundation systems	29
Long term measurements in the Woerden geosynthetic-reinforced pile-supported embankment	28
Shaking table study of the influence of facing on reinforced soil wall connection loads	27
Load-deformation of piled embankments considering geosynthetic membrane effect and interface friction	24
Geosynthetic-reinforced pile-supported embankment: settlement in different pile conditions	24
Deformations in trapdoor tests and piled embankments	22
Centrifuge model studies on the settlement response of geosynthetic piled embankments	22
Geosynthetic-reinforced pile-embankments: numerical, analytical and centrifuge modelling	21
Effect of aperture ratio on the cyclic shear behaviour of aggregate-geogrid interfaces	20
Analytical solution for geogrid-reinforced piled embankments under traffic loads	19
Dewatering of dredged slurry by horizontal drain assisted with vacuum and flocculation	18
3D modeling of geosynthetic-reinforced pile-supported embankment under cyclic loading	18
Monotonic, cyclic and post-cyclic shearing behavior of sand-EPS geofoam interface	17
The arching effect in rubber–sand mixtures	17
Behavior of discrete fiber-reinforced sandy soil in large-scale simple shear tests	16
Liquefaction behavior of fiber-reinforced sand based on cyclic triaxial tests	16
Quantitative performance evaluation of GRPE: a full-scale modeling approach	15
Evaluation of vertical stress distribution in field monitored GRS-IBS structure	15
Interaction between PFASs and geosynthetic liners: current status and the way forward	14

Performance of anchor in sand with different forms of geosynthetic reinforcement	14
Behaviour evaluation of a gravelly soil–geogrid interface under normal cyclic loading	14
Analytical model for the design of piled embankments considering cohesive soils	13
Evaluation of required connection load in GRS-IBS structures under service loads	12
Effectiveness of geosynthetic reinforcement for load transfer in column-supported embankments	12
Shaking table study on sand-EPS beads-mixtures using a laminar box	12
Pullout of geogrids from tire-derived aggregate having large particle size	12
Behavior of geocell reinforced bed under vibration loading: 3D numerical studies	12
Effect of internal drainage on deformation behavior of GRS wall during rainfall	11
Mechanical and hydraulic compatibility of RAP with geosynthetics used in MSE walls	11
Geosynthetic encased column-supported embankment: behavior with and without basal geogrid	11
Thermal desiccation of geosynthetic clay liners under brine pond conditions	11
Healing the world: a geosynthetics solution	11
X-ray computed tomography imaging of fibre-reinforced clay subjected to triaxial loading	11
Strength and microstructure of a lignin fiber-reinforced expansive soil in cold regions	10
Encased stone columns: coupled continuum – discrete modelling and observations	10
Back-analysis of the water retention curve of a GCL on the wetting path	10
Static liquefaction behavior of short discrete carbon fiber reinforced silty sand	10
Effect of infilled materials and arrangements on shear characteristics of stacked soilbags	10
The use of geosynthetics in roads	9
Swelling prediction for green stabilized fiber-reinforced sulfate-rich dispersive soils	9
Settlement-based cost optimization of geogrid-reinforced pile-supported foundation	9
Field assessment of improvement in composite modulus of geosynthetic-reinforced pavements	9
Predicting strength of soilbags under cyclic compression	8
Fatigue performance of geosynthetic-reinforced asphalt layers	8
Undrained response of geocell-confined pond ash samples under static and cyclic loading	8
Repeated loading of soilbag-reinforced road subgrade	8
Analytical solution for solute transport in a triple liner under non-isothermal conditions	8
Analysis of unreinforced and reinforced shallow piled embankments under cyclic loading	8
Use of geosynthetics to mitigate problems associated with expansive clay subgrades	7
Factors affecting geotextile filter long-term behaviour and their relevance in design	7
Evaluation of interaction properties of uniaxial geogrids with waste foundry sand	7
Effect of a two-tiered configuration on the seismic behaviour of reinforced soil walls	7
Influence of geosynthetic stiffness on analytical solutions for reinforced fill over void	7
Water characteristic curves of geosynthetic clay liners hydrated by a saline solution	7
Vacuum-induced lateral deformation around a vertical drain in dredged slurry	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
Evaluation of required stiffness and strength of cellular geosynthetics	7
Numerical simulation of a geotextile soil wall considering soil-atmosphere interaction	7
Investigation on load-carrying capacity of geogrid-encased deep cement mixing piles	7
Influence of soil density on performance of geocell-reinforced vertical anchor in sand	7
Mechanical and osmotic consolidation of geosynthetic clay liners: a laboratory study	7
Load transfer and deformation of geogrid-reinforced piled embankments: field measurement	7
Model studies of square footings on geocell-reinforced slopes	7