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 2021-09-01 to 2025-09-01.)
ArticleCitations
Experimental analysis of bearing capacity failure of geosynthetic-reinforced soil walls39
Compressive and shear response of fibre-reinforced backfill: impact of field temperature37
Note of appreciation to paper reviewers29
Thermo-hydraulic numerical modelling of in-soil conditions in reinforced soil walls29
Centrifuge modelling of the progressive failure of geosynthetic-reinforced embankments23
Investigating the effect of temperature and water freezing on the response of geogrid composite22
Interface creep behavior of tensioned GFRP tendons embedded in cemented soils21
Response of shallow foundations in tire derived aggregate21
Investigation of the mechanical response of recovered geogrids under repeated loading20
Confined-reinforced earth with various geogrid lengths in reducing differential settlement19
Simplified methods for the design of landfill double composite liners using neural network19
Discussion: Uniaxial compression test of cement-solidified dredged slurry columns encased with geogrid17
Evaluating stability of rigid-column-supported and geosynthetic-reinforced embankments17
Publisher’s note17
Effect of temperature on the mechanical properties of two polymeric geogrid materials17
Dynamic behaviour of pipe protected by rubber–soil mixtures17
Experimental evaluation of salinity geosynthetics capillary barriers16
Model studies of square footings on geocell-reinforced slopes15
Design, fabrication, and application of graphene sensor for geogrid strain measurement15
Chemical durability of bituminous geomembranes (BGMs) in heap leach pad applications15
Angle-based residual strength estimation of geotextile/textured geomembrane interface14
Experimental study of a geosynthetic-reinforced soil bridge abutment14
Modeling geogrid-stabilized aggregate base courses considering local stiffness enhancement13
Behavior of geocell reinforced bed under vibration loading: 3D numerical studies12
Effect of a soluble subgrade on leakage through a geomembrane defect12
Evaluation of concrete and geomembrane lining options for a canal in Egypt12
Effect of reinforcement stiffness on response of back-to-back MSE wall upon infiltration12
Image-aided physical and compression characterisation of expanded polystyrene geofoam12
Comparing CO2 emissions: ordinary stone vs. geosynthetic encased columns12
Publisher’s note12
Experiments and dimensional analysis of waste tire-based permeable pavements12
Seismic performance of thinner rubber-sand mixture cushion reinforced by geosynthetics12
Performance of laboratory geogrid-reinforced retaining walls under freeze-thaw cycles11
Effect of UV radiation on shear behaviour between geotextile and geomembrane interface11
Geogrid-soil interaction: experimental analysis of factors influencing load transfer11
Natural weathering effects on white, green, and black HDPE textured GMs11
Cyclic response of stereoscopic geogrid–sand interface under static and cyclic loading11
Direct relaxation method to calculate stresses induced by gravel particles in a geomembrane11
Breakthrough time assessment of liner system for MSW landfills with high leachate heads10
Modelling the ultimate pullout resistance of geogrids10
Geotextile filtration characteristics in piping rescue under extreme soil-retained state10
Discrete element method investigation of shear behaviour of 3D geogrid–sand interface10
Geotextile thickness effect on slope failure stress of encased column: 3D numerical study10
Mechanisms controlling the hydraulic conductivity of anionic polymer-enhanced GCLs10
Rheological properties and viscoelastic model of sensor-enabled piezoelectric geocable10
Environmental impacts of mechanically stabilised earth walls10
Geotechnical characterization of soil-rubber mixtures with well-graded gravel9
Soil behavior near the PVD filter and interpretation of clogging during vacuum preloading9
Discussion: Geotechnical characterization of soil-rubber mixtures with well graded gravel9
Undrained response of geocell-confined pond ash samples under static and cyclic loading9
Note of appreciation to paper reviewers8
Assessment of the stress crack resistance of multilayered textured HDPE geomembranes8
Mechanical characteristics of geogrids produced from recycled polyester8
Long-term performance of HDPE extrusion welds aged at 85°C in synthetic leachate8
Strain assessment of polyethylene pipes in dense sand subjected to axial displacement8
DEM–FDM analysis in stereoscopic geogrid-reinforced interface under cyclic loading7
Consolidation of soft soils improved by composite piles considering clogging effect7
Laboratory preparation and tensile signal response of sensor-enabled piezoelectric geobelt7
Engineering properties of biodegradable vertical drains for soft ground improvement7
Shear strength characteristics of interlocked EPS-block geofoam-sand interface7
Last words from the former Chairman of the Editorial Board6
Compaction-induced prestressing effect of geocell reinforcement6
A nonlinear analytical model for consolidated geotextile-encased sand columns6
Biaxial tensile test and joint strength modeling of HDPE geocells6
Equivalent analytical models for assessment of landfill composite liners6
Note of appreciation to paper reviewers6
Mechanical behavior of a fiber reinforced reclaimed asphalt pavement sand-cement blend6
Performance of GCLs after long-term wet–dry cycles under a defect in GMB in a landfill6
Transport of heavy metal contaminants in a composite liner under non-isothermal condition6
Mitigation of lateral slope movement and soil improvement using the vacuum-PVD scheme6
Deformation characteristics and creep behaviour of rigid particulates-EPS beads composites6
Lateral force–displacement relationships for shallowly buried pipe reinforced by geocells6
Influence of facing toe condition on the bearing capacity of full-height panel MSE walls6
Woven geotextile permeability under uniaxial and laterally constrained conditions6
NaCMC-amended clay: effect of mixing method on hydraulic conductivity and polymer elution5
Investigation on dynamic performance of soilbag cushion using shaking table tests5
Shaking table tests on bridge abutments reinforced by EPS and geogrid5
Serviceability performance of piled embankments considering soil-reinforcement interface interaction5
Performance of landfill low-permeability liners for minimizing groundwater contamination5
Foreword to special issue on 11th International Conference on Geosynthetics (11ICG)5
Numerical investigation of the interaction of back-to-back MSE walls5
Air and hydraulic flow characteristics of polymer amended bentonite based unsaturated GCLs5
Leakage through a circular geomembrane hole overlain and underlain by silty sand tailings5
Perfluoroalkyl substances (PFAS) partitioning into a high-density polyethylene geomembrane5
Geotextile-encased cinder gravel columns: a coupled DEM–FDM analysis5
Gas permeability of geosynthetic clay liners overlap seams5
Selection of long-term shear strength parameters for strain-softening geosynthetic interfaces (2023 IGS Rowe Lecture)5
Durability of non-woven geotextiles produced from recycled polyethylene terephthalate (PET)4
Impact performance of unreinforced and geogrid-reinforced rockfall protection embankment4
Load transfer mechanism of floating pile-supported embankments under cyclic loading4
Behavior of discrete fiber-reinforced sandy soil in large-scale simple shear tests4
Shear modulus of sand-rubber mixtures: element testing and constitutive modeling4
Geosynthetic-reinforced embankment in cold regions: observations and numerical simulations4
Publisher’s note4
Best Geosynthetics International Paper for 20224
Behaviour of soilbags subjected to monotonic and cyclic vertical loading4
Effect of internal drainage on deformation behavior of GRS wall during rainfall4
Natural weathering effects of nonwoven geotextile exposed to different climate conditions4
Freeze-thaw behavior of geocell-reinforced bases considering different fines contents4
Gas flow characteristics of GCL under distortions, wet-dry cycles, and hydrating fluids4
Application and research of flexible mesh in tunnel protection system4
Analytical solution for soil flushing using PVD system with rectangular pattern4
Factors affecting multicomponent GCL-geomembrane interface transmissivity for landfills4
Reinforcement mechanism and effect of S-PVD vacuum preloading method for dredged sludge4
Dynamic response of rubber-sand bags: application for machine foundations4
Determining performance of two-tiered GRS walls subjected to traffic cyclic loading4
3-Dimensional numerical analysis of geosynthetic double-encased annulus stone columns4
Particle shape effect on interfacial properties between granular materials and geotextile4
Bearing capacity of footings on geosynthetic-reinforced soils under combined loading4
Measuring pore sizes of nonwoven geotextiles by X-ray CT images: a comparative evaluation4
Combined bearing capacity of footings on geogrid-reinforced granular fill over soft clay3
Influence of cyclic load on pullout stiffness of geogrid embedded in well-graded gravel3
Analytical solution for solute transport in a triple liner under non-isothermal conditions3
Analytical model for the design of piled embankments considering cohesive soils3
Measurement methodology and characteristics of interfacial resistance in electro-osmosis3
Moisture uptake and loss of GCLs subjected to thermal cycles from silty sand subgrade3
Complementary use of analytical equations and numerical models for composite liner designs3
Fatigue performance of geosynthetic-reinforced asphalt layers3
CFD-DEM modeling of filtration through conventional and conical geotextile filter systems3
Laboratory evaluation of dynamic shear response of sand – geomembrane interface3
Mechanical properties of SCA modified EPS lightweight soil and modification mechanism3
Influence of geosynthetic stiffness on analytical solutions for reinforced fill over void3
Mechanical properties of PVC geomembrane based on non-contact measurement3
Seismic performance of near-fault geosynthetic-reinforced pile-supported embankment3
Effect of drains layout density on consolidation of layered slurry induced by PHDs-VP3
GMX/GDC strength loss mechanisms3
Consolidation of unsaturated soil by vertical drain considering smear and well resistance3
Mechanical and hydraulic compatibility of RAP with geosynthetics used in MSE walls3
Numerical simulation of surface blast reduction using composite backfill3
Modular polymer stormwater collection structure response to one-week design-truck load3
Geogrid-anchored sheet pile walls; a small-scale experimental and numerical study3
Vertical stability of geotextile-encased sand columns without and with surrounding soil3
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
Analytical model for geotextile-enhanced horizontal drain vacuum consolidation of slurries3
Full-scale tests on soilbag-constructed retaining walls with a panel3
Cumulative deformation behavior of GRS bridge abutments under cyclic traffic loading3
Dynamic properties of frozen rubber-reinforced expansive soils under confining pressure3
Effect of closed and open system freeze–thaw cycles on GMB–GCL interface transmissivity3
Effects of freeze–thaw cycles on the properties of polyethylene geomembranes3
Reliability analysis for internal seismic stability of geosynthetic-reinforced soil walls3
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