OOIR: Observatory of International Research

Papers

(The median citation count of Geosynthetics International is 3. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 500 papers]. The publications cover those that have been published in the past four years, i.e., from 2019-08-01 to 2023-08-01.)

Article	Citations
Geosynthetic reinforcement stiffness characterization for MSE wall design	56
Multivariate adaptive regression splines model for reinforced soil foundations	44
Geosynthetic-reinforced pile-supported embankments: state of the art	41
A case study on geogrid-reinforced and pile-supported widened highway embankment	32
Load transfer mechanism in geosynthetic reinforced column-supported embankments	27
Effect of fiber reinforcement on the mechanical behavior of bio-cemented sand	26
Long term measurements in the Woerden geosynthetic-reinforced pile-supported embankment	25
Strength and swelling properties of a waste tire textile fiber-reinforced expansive soil	25
Load-deformation of piled embankments considering geosynthetic membrane effect and interface friction	23
Dynamic properties of EPS-sand mixtures using cyclic triaxial and bender element tests	23
HDPE geogrid-residual soil interaction under monotonic and cyclic pullout loading	22
Centrifuge model studies on geocomposite reinforced soil walls subjected to seepage	20
Evaluation of recycled concrete aggregate backfill for geosynthetic-reinforced MSE walls	20
Geosynthetic-reinforced pile-embankments: numerical, analytical and centrifuge modelling	20
Geosynthetic-reinforced pile-supported embankment: settlement in different pile conditions	20
Large-scale triaxial compression tests of geocell-reinforced sand	20
Influence of pocket shape on numerical response of geocell reinforced foundation systems	20
Centrifuge model studies on the settlement response of geosynthetic piled embankments	20
Shaking table study of the influence of facing on reinforced soil wall connection loads	19
Deformations in trapdoor tests and piled embankments	17
Analytical solution for geogrid-reinforced piled embankments under traffic loads	16
Experimental-numerical assessment of geogrid-EPS systems for protecting buried utilities	15
Dynamic shear modulus and damping of expanded polystyrene composite soils at low strains	15
Evaluation of vertical stress distribution in field monitored GRS-IBS structure	15
GCL self-healing: fully penetrating hole/slit hydrated with RO water and 10 mM Ca solution	14

3D modeling of geosynthetic-reinforced pile-supported embankment under cyclic loading	14
Performance of GCLs in high salinity impoundment applications	14
Monotonic, cyclic and post-cyclic shearing behavior of sand-EPS geofoam interface	13
Quantitative performance evaluation of GRPE: a full-scale modeling approach	13
Interaction between PFASs and geosynthetic liners: current status and the way forward	13
The arching effect in rubber–sand mixtures	13
Effect of aperture ratio on the cyclic shear behaviour of aggregate-geogrid interfaces	13
Geogrid installation damage caused by recycled construction and demolition waste	13
Liquefaction behavior of fiber-reinforced sand based on cyclic triaxial tests	12
Degradation of an HDPE geomembrane without HALS in chlorinated water	12
Seismic sliding stability analysis of reinforced soil retaining walls	12
Shaking table study on sand-EPS beads-mixtures using a laminar box	12
Seismic bearing capacity of strip footing placed on a reinforced slope	12
Calibration of PET strap pullout models using a statistical approach	12
Performance and design of reinforced slopes considering regional hydrological conditions	11
Field load tests and modelling of soft foundation reinforced by soilbags	11
Experimental and numerical study on square anchor plate groups in geogrid reinforced sand	11
Behavior of discrete fiber-reinforced sandy soil in large-scale simple shear tests	11
Hydraulic compatibility of geotextile-compost systems in landfill covers	11
Effectiveness of geosynthetic reinforcement for load transfer in column-supported embankments	11
Analytical model for the design of piled embankments considering cohesive soils	11
Thermal desiccation of geosynthetic clay liners under brine pond conditions	11
Healing the world: a geosynthetics solution	10
Centrifuge model tests of geogrid-reinforced slope supporting a high embankment	10
X-ray computed tomography imaging of fibre-reinforced clay subjected to triaxial loading	10
Behaviour evaluation of a gravelly soil–geogrid interface under normal cyclic loading	10
Back-analysis of the water retention curve of a GCL on the wetting path	10
Pullout of geogrids from tire-derived aggregate having large particle size	10
Evaluation of effectiveness of geotextile in reducing subgrade migration in rigid pavement	9
Fibre-reinforced sand-coal fly ash-lime-NaCl blends under severe environmental conditions	9
Experiments and DEM analysis on vibration reduction of soilbags	9
Resilient response of geosynthetics from cyclic and sustained in-air tensile loading	9
Evaluation of required connection load in GRS-IBS structures under service loads	9
Static liquefaction behavior of short discrete carbon fiber reinforced silty sand	9
Effect of internal drainage on deformation behavior of GRS wall during rainfall	8
Performance of anchor in sand with different forms of geosynthetic reinforcement	8
Experimental investigations on inclined pullout behaviour of geogrids anchored in trenches	8
Mechanical and hydraulic compatibility of RAP with geosynthetics used in MSE walls	7
Load transfer and deformation of geogrid-reinforced piled embankments: field measurement	7
Behavior of geocell reinforced bed under vibration loading: 3D numerical studies	7
Swelling prediction for green stabilized fiber-reinforced sulfate-rich dispersive soils	7
Settlement-based cost optimization of geogrid-reinforced pile-supported foundation	7
Effect of infilled materials and arrangements on shear characteristics of stacked soilbags	7
Numerical simulation of a geotextile soil wall considering soil-atmosphere interaction	7
Encased stone columns: coupled continuum – discrete modelling and observations	6
Predicting strength of soilbags under cyclic compression	6
Numerical Investigation of Reinforced Soil Structures with GRS-IBS Design Features	6
Field assessment of improvement in composite modulus of geosynthetic-reinforced pavements	6
Dewatering of dredged slurry by horizontal drain assisted with vacuum and flocculation	6
Analysis of unreinforced and reinforced shallow piled embankments under cyclic loading	6

Model studies of square footings on geocell-reinforced slopes	6
Centrifuge study of reinforced soil walls with different backfill compaction densities	6
Mechanical and osmotic consolidation of geosynthetic clay liners: a laboratory study	6
Factors affecting geotextile filter long-term behaviour and their relevance in design	5
Fatigue performance of geosynthetic-reinforced asphalt layers	5
Performance of laboratory geogrid-reinforced retaining walls under freeze-thaw cycles	5
Novel application of machine learning for estimation of pullout coefficient of geogrid	5
Modelling of geosynthetic-reinforced barriers under dynamic impact of debris avalanche	5
Impact of temperature on the pullout of reinforcing geotextiles from unsaturated silt	5
Repeated loading of soilbag-reinforced road subgrade	5
Performance and design of modified geotextile tubes during filling and consolidation	5
Influence of geosynthetic reinforcement on maximum settlements of semi-rigid pavements	5
Experimental study of a geosynthetic-reinforced soil bridge abutment	5
Geosynthetic encased column-supported embankment: behavior with and without basal geogrid	5
Investigation on load-carrying capacity of geogrid-encased deep cement mixing piles	4
Shear strength characteristics of interlocked EPS-block geofoam-sand interface	4
Undrained response of geocell-confined pond ash samples under static and cyclic loading	4
Effect of a two-tiered configuration on the seismic behaviour of reinforced soil walls	4
Experiments and dimensional analysis of waste tire-based permeable pavements	4
Water characteristic curves of geosynthetic clay liners hydrated by a saline solution	4
Influence of geosynthetic stiffness on analytical solutions for reinforced fill over void	4
Vacuum-induced lateral deformation around a vertical drain in dredged slurry	4
Effects of processing type on shear modulus and damping ratio of waste tire-sand mixtures	4
Analytical solution for solute transport in a triple liner under non-isothermal conditions	4
Influence of soil density on performance of geocell-reinforced vertical anchor in sand	4
Bearing capacity improvement using soil-filled post-consumer PET bottles	4
Direct measurement of geomembrane strain from aggregate indentations	4
Modeling the WRC and volume change behavior of GCLs considering net stress and temperature	4
Stress crack resistance of unaged high-density polyethylene geomembrane fusion seams	4
Long-term hydraulic performance of geotextiles filtering recycled materials	4
Influence of physical clogging on filtration performance of soil-geotextile interaction	4
Consolidation of unsaturated soil by vertical drain considering smear and well resistance	4
Evaluation of interaction properties of uniaxial geogrids with waste foundry sand	4
Field monitoring of vertical stress distribution in GRS-IBS with full-height rigid facings	4
Full-scale laboratory tests of geosynthetic reinforced unpaved roads on a soft subgrade	4
Interaction mechanisms in small-scale model MSE walls under the strip footing load	4
Influence of fibre morphology on the integrity of geofibre-reinforced soil barriers	3
Role of geotextiles pore size distribution in dewatering tests	3
Mechanical properties of PVC geomembrane based on non-contact measurement	3
Gas permeability of geosynthetic clay liners overlap seams	3
The use of geosynthetics in roads	3
Evaluation of required stiffness and strength of cellular geosynthetics	3
Mechanical behavior of a fiber reinforced reclaimed asphalt pavement sand-cement blend	3
Use of geosynthetics to mitigate problems associated with expansive clay subgrades	3
Influence of backfill type on the load-bearing performance of GRS bridge abutments	3
Numerical modelling of geotextile tubes filled with gold mine tailings	3
Effects of freeze–thaw cycles on the properties of polyethylene geomembranes	3
Chemical clogging and geotextile serviceability in subdrains adjacent to recycled concrete	3
Model tests on drainage of pipes wrapped with woven and nonwoven geotextiles	3
Compaction behavior of nonwoven geotextile-reinforced clay	3
Probabilistic stability analysis of reinforced soil slope with non-circular RLEM	3
Shaking table tests on bridge abutments reinforced by EPS and geogrid	3
Effect of reinforcement stiffness on response of back-to-back MSE wall upon infiltration	3