Geosynthetics International

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. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2022-06-01 to 2026-06-01.)
ArticleCitations
Centrifuge modelling of the progressive failure of geosynthetic-reinforced embankments43
Investigation of the mechanical response of recovered geogrids under repeated loading40
Interface creep behavior of tensioned GFRP tendons embedded in cemented soils30
Response of shallow foundations in tire derived aggregate26
Compressive and shear response of fibre-reinforced backfill: impact of field temperature26
Thermo-hydraulic numerical modelling of in-soil conditions in reinforced soil walls25
Sustainability assessment of geosynthetic reinforced soil walls with polyester reinforcement layers24
Simplified methods for the design of landfill double composite liners using neural network23
Influence of width to height ratios on the dynamic response of back-to-back MSE walls21
Experimental analysis of bearing capacity failure of geosynthetic-reinforced soil walls21
Numerical simulation on impact dynamic responses of flexible protection mesh for rockburst20
Investigating the effect of temperature and water freezing on the response of geogrid composite19
Chemical durability of bituminous geomembranes (BGMs) in heap leach pad applications18
Effect of temperature on the mechanical properties of two polymeric geogrid materials18
Dynamic behaviour of pipe protected by rubber–soil mixtures18
Evaluating stability of rigid-column-supported and geosynthetic-reinforced embankments18
Angle-based residual strength estimation of geotextile/textured geomembrane interface17
Publisher’s note17
Experimental evaluation of salinity geosynthetics capillary barriers17
Design, fabrication, and application of graphene sensor for geogrid strain measurement17
In-situ evaluation of geosynthetic-reinforced pavement on variable subgrade conditions16
Evaluation of concrete and geomembrane lining options for a canal in Egypt16
Model studies of square footings on geocell-reinforced slopes16
Discussion: Uniaxial compression test of cement-solidified dredged slurry columns encased with geogrid16
Modeling geogrid-stabilized aggregate base courses considering local stiffness enhancement16
Comparing CO2 emissions: ordinary stone vs. geosynthetic encased columns16
Optimization of preloading in MSE walls: numerical and experimental analysis15
Publisher’s note14
Effect of a soluble subgrade on leakage through a geomembrane defect13
Mitigating strike-slip fault rupture damage in buried steel pipelines with geogrid reinforcement13
Cyclic response of stereoscopic geogrid–sand interface under static and cyclic loading13
Effect of reinforcement stiffness on response of back-to-back MSE wall upon infiltration12
Field and numerical studies on geofoam-infilled dual barriers to screen ground vibrations12
Experiments and dimensional analysis of waste tire-based permeable pavements12
Image-aided physical and compression characterisation of expanded polystyrene geofoam12
Geogrid-soil interaction: experimental analysis of factors influencing load transfer12
Experimental study of granular platforms reinforced by geosynthetics over soft subgrade12
Direct relaxation method to calculate stresses induced by gravel particles in a geomembrane11
Geotextile filtration characteristics in piping rescue under extreme soil-retained state11
Behavior of geocell reinforced bed under vibration loading: 3D numerical studies11
Experimental studies on geogrid efficiency against moderate to highly expansive subgrades11
Seismic performance of thinner rubber-sand mixture cushion reinforced by geosynthetics11
Modelling the ultimate pullout resistance of geogrids10
Discrete element method investigation of shear behaviour of 3D geogrid–sand interface10
Natural weathering effects on white, green, and black HDPE textured GMs10
Environmental impacts of mechanically stabilised earth walls10
Best Geosynthetics International Paper for 202410
Rheological properties and viscoelastic model of sensor-enabled piezoelectric geocable10
Effect of UV radiation on shear behaviour between geotextile and geomembrane interface10
Geotextile thickness effect on slope failure stress of encased column: 3D numerical study9
Geotechnical characterization of soil-rubber mixtures with well-graded gravel9
Mechanisms controlling the hydraulic conductivity of anionic polymer-enhanced GCLs9
Breakthrough time assessment of liner system for MSW landfills with high leachate heads9
Mechanical characteristics of geogrids produced from recycled polyester8
Shear reinforcement effect of geosynthetic encased stone column in liquefiable sands8
Note of appreciation to paper reviewers8
Undrained response of geocell-confined pond ash samples under static and cyclic loading8
Strain assessment of polyethylene pipes in dense sand subjected to axial displacement8
Discussion: Geotechnical characterization of soil-rubber mixtures with well graded gravel8
Long-term performance of HDPE extrusion welds aged at 85°C in synthetic leachate8
Assessment of the stress crack resistance of multilayered textured HDPE geomembranes8
Soil behavior near the PVD filter and interpretation of clogging during vacuum preloading7
Vacuum-PVD improvement of reclaimed deep excavation pits filled with soft clay lumps7
Engineering properties of biodegradable vertical drains for soft ground improvement7
Lateral force–displacement relationships for shallowly buried pipe reinforced by geocells7
Note of appreciation to paper reviewers7
Consolidation of soft soils improved by composite piles considering clogging effect7
Model tests on geosynthetic encased column stabilized slopes subjected to seepage7
Mitigation of lateral slope movement and soil improvement using the vacuum-PVD scheme7
Hydraulic characterization of ryegrass-fiber reinforced soil slopes under rainfall conditions7
Laboratory preparation and tensile signal response of sensor-enabled piezoelectric geobelt7
DEM–FDM analysis in stereoscopic geogrid-reinforced interface under cyclic loading7
Deformation characteristics and creep behaviour of rigid particulates-EPS beads composites7
Full-vacuum forced-drainage for deep marine soft ground improvement7
A nonlinear analytical model for consolidated geotextile-encased sand columns6
NaCMC-amended clay: effect of mixing method on hydraulic conductivity and polymer elution6
Transport of heavy metal contaminants in a composite liner under non-isothermal condition6
Sustainable and resilient reinforced soil structures: insights into interface mechanics6
Influencing factors for geosynthetic-reinforced slope performance under freeze-thaw cycles6
Equivalent analytical models for assessment of landfill composite liners6
Influence of facing toe condition on the bearing capacity of full-height panel MSE walls6
Erratum6
Numerical investigation of the interaction of back-to-back MSE walls6
Woven geotextile permeability under uniaxial and laterally constrained conditions6
Performance of GCLs after long-term wet–dry cycles under a defect in GMB in a landfill6
Biaxial tensile test and joint strength modeling of HDPE geocells6
Gas permeability of geosynthetic clay liners overlap seams6
Compaction-induced prestressing effect of geocell reinforcement6
Mechanical behavior of a fiber reinforced reclaimed asphalt pavement sand-cement blend6
Particle shape effect on interfacial properties between granular materials and geotextile5
Optimum jute geotextile spacing in reinforced sand: shear modulus and damping variation5
Serviceability performance of piled embankments considering soil-reinforcement interface interaction5
Expandable and straw-woven drains for dredged slurry with intermittent vacuum preloading5
Analytical solution for soil flushing using PVD system with rectangular pattern5
Natural weathering effects of nonwoven geotextile exposed to different climate conditions5
Determining performance of two-tiered GRS walls subjected to traffic cyclic loading5
Factors affecting multicomponent GCL-geomembrane interface transmissivity for landfills5
Shear modulus of sand-rubber mixtures: element testing and constitutive modeling5
Bearing capacity of footings on geosynthetic-reinforced soils under combined loading5
Air and hydraulic flow characteristics of polymer amended bentonite based unsaturated GCLs5
Investigation on dynamic performance of soilbag cushion using shaking table tests5
Geotextile-encased cinder gravel columns: a coupled DEM–FDM analysis5
3-Dimensional numerical analysis of geosynthetic double-encased annulus stone columns5
Load transfer mechanism of floating pile-supported embankments under cyclic loading5
Durability of non-woven geotextiles produced from recycled polyethylene terephthalate (PET)5
Measuring pore sizes of nonwoven geotextiles by X-ray CT images: a comparative evaluation5
Gas flow characteristics of GCL under distortions, wet-dry cycles, and hydrating fluids5
Optimal reinforcement arrangement for the stability of back-to-back MSE walls5
Performance of landfill low-permeability liners for minimizing groundwater contamination5
Selection of long-term shear strength parameters for strain-softening geosynthetic interfaces (2023 IGS Rowe Lecture)5
Perfluoroalkyl substances (PFAS) partitioning into a high-density polyethylene geomembrane5
Leakage through a circular geomembrane hole overlain and underlain by silty sand tailings5
Note of appreciation to paper reviewers5
Application and research of flexible mesh in tunnel protection system5
Geosynthetic-reinforced embankment in cold regions: observations and numerical simulations5
Publisher’s note5
Freeze-thaw behavior of geocell-reinforced bases considering different fines contents5
Dynamic properties of frozen rubber-reinforced expansive soils under confining pressure4
Modular polymer stormwater collection structure response to one-week design-truck load4
Tensile strength freeze-thaw durability of a biaxial geogrid and wicking geogrid composite4
Temperature-controlled interface shear testing of geosynthetics: an experimental study4
Best Geosynthetics International Paper for 20224
Framework for designing optimized next-generation geogrids4
Vertical stability of geotextile-encased sand columns without and with surrounding soil4
Full-scale tests on soilbag-constructed retaining walls with a panel4
Mechanical properties of PVC geomembrane based on non-contact measurement4
Effect of closed and open system freeze–thaw cycles on GMB–GCL interface transmissivity4
Analytical model for geotextile-enhanced horizontal drain vacuum consolidation of slurries4
Mechanical properties of SCA modified EPS lightweight soil and modification mechanism4
Reliability analysis for internal seismic stability of geosynthetic-reinforced soil walls4
Geogrid-anchored sheet pile walls; a small-scale experimental and numerical study4
Dynamic response of rubber-sand bags: application for machine foundations4
Impact performance of unreinforced and geogrid-reinforced rockfall protection embankment4
Design of geomembrane specimen for biaxial tensile testing4
Complementary use of analytical equations and numerical models for composite liner designs4
CFD-DEM modeling of filtration through conventional and conical geotextile filter systems4
Geocell performance in stabilising railway ballast over soft clay subgrade4
Evaluation of lateral restraint in geosynthetic-stabilized base layers4
Reinforcement mechanism and effect of S-PVD vacuum preloading method for dredged sludge4
Interface shear strengths for design of containment bottom liner systems4
Effects of freeze–thaw cycles on the properties of polyethylene geomembranes4
Combined bearing capacity of footings on geogrid-reinforced granular fill over soft clay4
Multiscale analysis of a PVC geomembrane mechanical response with discrete element method4
GMX/GDC strength loss mechanisms4
Influence of foundation soil conditions on the service performance of GRS abutments4
Influence of cyclic load on pullout stiffness of geogrid embedded in well-graded gravel4
Bearing characteristics of recycled concrete aggregate encased column composite ground3
Measurement methodology and characteristics of interfacial resistance in electro-osmosis3
Cumulative deformation behavior of GRS bridge abutments under cyclic traffic loading3
Investigation on the long-term strain of geogrid in GRPS embankment under cyclic loading3
Reinforced soil design using the combined electrokinetic and mechanical properties of soil3
Numerical investigation on the dynamic behavior of GESC improved ground in dry sand3
Seismic performance of near-fault geosynthetic-reinforced pile-supported embankment3
Best Geosynthetics International Paper for 20213
Hybrid approach for improving response of rubber-based vibrating foundations3
Moisture uptake and loss of GCLs subjected to thermal cycles from silty sand subgrade3
Consolidation of unsaturated soil by vertical drain considering smear and well resistance3
Large-strain modelling for vacuum-assisted consolidation combined with thermal energy3
Analytical solution for solute transport in a triple liner under non-isothermal conditions3
Strength and microstructure of a lignin fiber-reinforced expansive soil in cold regions3
Effect of drains layout density on consolidation of layered slurry induced by PHDs-VP3
Analytical model for the design of piled embankments considering cohesive soils3
Macro- and meso-scopic analysis of pullout characteristics of 3-D geogrid-sand interface3
Large-scale model test studies on a double-layer rubber dam3
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