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 2022-05-01 to 2026-05-01.)
ArticleCitations
Centrifuge modelling of the progressive failure of geosynthetic-reinforced embankments40
Investigation of the mechanical response of recovered geogrids under repeated loading38
Investigating the effect of temperature and water freezing on the response of geogrid composite30
Effect of temperature on the mechanical properties of two polymeric geogrid materials26
Experimental analysis of bearing capacity failure of geosynthetic-reinforced soil walls25
Simplified methods for the design of landfill double composite liners using neural network24
Numerical simulation on impact dynamic responses of flexible protection mesh for rockburst24
Sustainability assessment of geosynthetic reinforced soil walls with polyester reinforcement layers21
Dynamic behaviour of pipe protected by rubber–soil mixtures20
Compressive and shear response of fibre-reinforced backfill: impact of field temperature20
Thermo-hydraulic numerical modelling of in-soil conditions in reinforced soil walls20
Publisher’s note17
Evaluating stability of rigid-column-supported and geosynthetic-reinforced embankments17
In-situ evaluation of geosynthetic-reinforced pavement on variable subgrade conditions17
Response of shallow foundations in tire derived aggregate17
Chemical durability of bituminous geomembranes (BGMs) in heap leach pad applications17
Interface creep behavior of tensioned GFRP tendons embedded in cemented soils17
Angle-based residual strength estimation of geotextile/textured geomembrane interface16
Design, fabrication, and application of graphene sensor for geogrid strain measurement16
Discussion: Uniaxial compression test of cement-solidified dredged slurry columns encased with geogrid16
Evaluation of concrete and geomembrane lining options for a canal in Egypt16
Experimental evaluation of salinity geosynthetics capillary barriers15
Model studies of square footings on geocell-reinforced slopes15
Comparing CO2 emissions: ordinary stone vs. geosynthetic encased columns15
Modeling geogrid-stabilized aggregate base courses considering local stiffness enhancement15
Publisher’s note14
Effect of a soluble subgrade on leakage through a geomembrane defect13
Seismic performance of thinner rubber-sand mixture cushion reinforced by geosynthetics13
Image-aided physical and compression characterisation of expanded polystyrene geofoam13
Experiments and dimensional analysis of waste tire-based permeable pavements13
Direct relaxation method to calculate stresses induced by gravel particles in a geomembrane12
Behavior of geocell reinforced bed under vibration loading: 3D numerical studies12
Cyclic response of stereoscopic geogrid–sand interface under static and cyclic loading12
Effect of reinforcement stiffness on response of back-to-back MSE wall upon infiltration12
Geogrid-soil interaction: experimental analysis of factors influencing load transfer12
Field and numerical studies on geofoam-infilled dual barriers to screen ground vibrations12
Experimental studies on geogrid efficiency against moderate to highly expansive subgrades11
Experimental study of granular platforms reinforced by geosynthetics over soft subgrade11
Geotextile filtration characteristics in piping rescue under extreme soil-retained state11
Effect of UV radiation on shear behaviour between geotextile and geomembrane interface10
Modelling the ultimate pullout resistance of geogrids10
Rheological properties and viscoelastic model of sensor-enabled piezoelectric geocable10
Best Geosynthetics International Paper for 202410
Natural weathering effects on white, green, and black HDPE textured GMs10
Geotextile thickness effect on slope failure stress of encased column: 3D numerical study9
Environmental impacts of mechanically stabilised earth walls9
Breakthrough time assessment of liner system for MSW landfills with high leachate heads9
Discrete element method investigation of shear behaviour of 3D geogrid–sand interface9
Undrained response of geocell-confined pond ash samples under static and cyclic loading9
Mechanisms controlling the hydraulic conductivity of anionic polymer-enhanced GCLs9
Note of appreciation to paper reviewers8
Shear reinforcement effect of geosynthetic encased stone column in liquefiable sands8
Strain assessment of polyethylene pipes in dense sand subjected to axial displacement8
Discussion: Geotechnical characterization of soil-rubber mixtures with well graded gravel8
Soil behavior near the PVD filter and interpretation of clogging during vacuum preloading8
Geotechnical characterization of soil-rubber mixtures with well-graded gravel8
Long-term performance of HDPE extrusion welds aged at 85°C in synthetic leachate8
Mechanical characteristics of geogrids produced from recycled polyester8
DEM–FDM analysis in stereoscopic geogrid-reinforced interface under cyclic loading7
Deformation characteristics and creep behaviour of rigid particulates-EPS beads composites7
Vacuum-PVD improvement of reclaimed deep excavation pits filled with soft clay lumps7
Consolidation of soft soils improved by composite piles considering clogging effect7
Lateral force–displacement relationships for shallowly buried pipe reinforced by geocells7
Note of appreciation to paper reviewers7
Laboratory preparation and tensile signal response of sensor-enabled piezoelectric geobelt7
Assessment of the stress crack resistance of multilayered textured HDPE geomembranes7
Mitigation of lateral slope movement and soil improvement using the vacuum-PVD scheme7
Model tests on geosynthetic encased column stabilized slopes subjected to seepage7
Engineering properties of biodegradable vertical drains for soft ground improvement7
Mechanical behavior of a fiber reinforced reclaimed asphalt pavement sand-cement blend6
Sustainable and resilient reinforced soil structures: insights into interface mechanics6
Biaxial tensile test and joint strength modeling of HDPE geocells6
A nonlinear analytical model for consolidated geotextile-encased sand columns6
Performance of GCLs after long-term wet–dry cycles under a defect in GMB in a landfill6
Woven geotextile permeability under uniaxial and laterally constrained conditions6
Equivalent analytical models for assessment of landfill composite liners6
Influencing factors for geosynthetic-reinforced slope performance under freeze-thaw cycles6
Influence of facing toe condition on the bearing capacity of full-height panel MSE walls6
Investigation on dynamic performance of soilbag cushion using shaking table tests6
Compaction-induced prestressing effect of geocell reinforcement6
Geosynthetic-reinforced embankment in cold regions: observations and numerical simulations5
Particle shape effect on interfacial properties between granular materials and geotextile5
Air and hydraulic flow characteristics of polymer amended bentonite based unsaturated GCLs5
Load transfer mechanism of floating pile-supported embankments under cyclic loading5
Leakage through a circular geomembrane hole overlain and underlain by silty sand tailings5
NaCMC-amended clay: effect of mixing method on hydraulic conductivity and polymer elution5
Erratum5
Numerical investigation of the interaction of back-to-back MSE walls5
Shear modulus of sand-rubber mixtures: element testing and constitutive modeling5
3-Dimensional numerical analysis of geosynthetic double-encased annulus stone columns5
Factors affecting multicomponent GCL-geomembrane interface transmissivity for landfills5
Application and research of flexible mesh in tunnel protection system5
Serviceability performance of piled embankments considering soil-reinforcement interface interaction5
Bearing capacity of footings on geosynthetic-reinforced soils under combined loading5
Perfluoroalkyl substances (PFAS) partitioning into a high-density polyethylene geomembrane5
Performance of landfill low-permeability liners for minimizing groundwater contamination5
Analytical solution for soil flushing using PVD system with rectangular pattern5
Determining performance of two-tiered GRS walls subjected to traffic cyclic loading5
Freeze-thaw behavior of geocell-reinforced bases considering different fines contents5
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
Publisher’s note5
Selection of long-term shear strength parameters for strain-softening geosynthetic interfaces (2023 IGS Rowe Lecture)5
Gas permeability of geosynthetic clay liners overlap seams5
Transport of heavy metal contaminants in a composite liner under non-isothermal condition5
Geotextile-encased cinder gravel columns: a coupled DEM–FDM analysis5
Note of appreciation to paper reviewers5
Durability of non-woven geotextiles produced from recycled polyethylene terephthalate (PET)5
Design of geomembrane specimen for biaxial tensile testing4
Geogrid-anchored sheet pile walls; a small-scale experimental and numerical study4
Reliability analysis for internal seismic stability of geosynthetic-reinforced soil walls4
Reinforcement mechanism and effect of S-PVD vacuum preloading method for dredged sludge4
Impact performance of unreinforced and geogrid-reinforced rockfall protection embankment4
Tensile strength freeze-thaw durability of a biaxial geogrid and wicking geogrid composite4
Vertical stability of geotextile-encased sand columns without and with surrounding soil4
Effect of closed and open system freeze–thaw cycles on GMB–GCL interface transmissivity4
Full-scale tests on soilbag-constructed retaining walls with a panel4
Cumulative deformation behavior of GRS bridge abutments under cyclic traffic loading4
Modular polymer stormwater collection structure response to one-week design-truck load4
Combined bearing capacity of footings on geogrid-reinforced granular fill over soft clay4
Best Geosynthetics International Paper for 20224
Natural weathering effects of nonwoven geotextile exposed to different climate conditions4
Interface shear strengths for design of containment bottom liner systems4
Effects of freeze–thaw cycles on the properties of polyethylene geomembranes4
Analytical model for geotextile-enhanced horizontal drain vacuum consolidation of slurries4
Influence of cyclic load on pullout stiffness of geogrid embedded in well-graded gravel4
GMX/GDC strength loss mechanisms4
Evaluation of lateral restraint in geosynthetic-stabilized base layers4
Mechanical properties of SCA modified EPS lightweight soil and modification mechanism4
Temperature-controlled interface shear testing of geosynthetics: an experimental study4
Framework for designing optimized next-generation geogrids4
Dynamic response of rubber-sand bags: application for machine foundations4
Dynamic properties of frozen rubber-reinforced expansive soils under confining pressure4
Geocell performance in stabilising railway ballast over soft clay subgrade4
CFD-DEM modeling of filtration through conventional and conical geotextile filter systems4
Complementary use of analytical equations and numerical models for composite liner designs4
Theoretical analysis of vacuum preloading combined with short and long PVDs3
Corrigendum3
Behavior of integral abutment bridges using geosynthetics under temperature variations3
Measurement methodology and characteristics of interfacial resistance in electro-osmosis3
Influence of foundation soil conditions on the service performance of GRS abutments3
Consolidation of unsaturated soil by vertical drain considering smear and well resistance3
Effect of drains layout density on consolidation of layered slurry induced by PHDs-VP3
Upper-bound limit analysis of MSE walls subjected to strip footing load3
Behavior of transparent models of GEC-supported embankments with geogrid reinforcement3
Study on performance of geocell-reinforced red clay subgrade3
Shear wave velocity in sand-rubber mixtures from bender element tests3
Bearing characteristics of recycled concrete aggregate encased column composite ground3
Mechanical properties of PVC geomembrane based on non-contact measurement3
Analytical model for the design of piled embankments considering cohesive soils3
Large-scale model test studies on a double-layer rubber dam3
Geotextile filters: from idealization to real behaviour (Giroud Lecture 2023)3
Stress crack resistance of unaged high-density polyethylene geomembrane fusion seams3
Strength and microstructure of a lignin fiber-reinforced expansive soil in cold regions3
Best Geosynthetics International Paper for 20213
Analytical solution for solute transport in a triple liner under non-isothermal conditions3
Reinforced soil design using the combined electrokinetic and mechanical properties of soil3
Investigation on the long-term strain of geogrid in GRPS embankment under cyclic loading3
Seismic performance of near-fault geosynthetic-reinforced pile-supported embankment3
Moisture uptake and loss of GCLs subjected to thermal cycles from silty sand subgrade3
Ternary medium constitutive model of frozen rubber-reinforced expansive soil3
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