Geosynthetics International

Papers
(The TQCC of Geosynthetics International is 6. 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 2021-11-01 to 2025-11-01.)
ArticleCitations
Compressive and shear response of fibre-reinforced backfill: impact of field temperature50
Centrifuge modelling of the progressive failure of geosynthetic-reinforced embankments37
Investigation of the mechanical response of recovered geogrids under repeated loading31
Confined-reinforced earth with various geogrid lengths in reducing differential settlement29
Simplified methods for the design of landfill double composite liners using neural network26
Interface creep behavior of tensioned GFRP tendons embedded in cemented soils23
Experimental analysis of bearing capacity failure of geosynthetic-reinforced soil walls21
Evaluating stability of rigid-column-supported and geosynthetic-reinforced embankments21
Dynamic behaviour of pipe protected by rubber–soil mixtures21
Investigating the effect of temperature and water freezing on the response of geogrid composite19
Thermo-hydraulic numerical modelling of in-soil conditions in reinforced soil walls18
Response of shallow foundations in tire derived aggregate18
Effect of temperature on the mechanical properties of two polymeric geogrid materials18
Experimental evaluation of salinity geosynthetics capillary barriers17
Discussion: Uniaxial compression test of cement-solidified dredged slurry columns encased with geogrid17
Chemical durability of bituminous geomembranes (BGMs) in heap leach pad applications17
Design, fabrication, and application of graphene sensor for geogrid strain measurement16
Publisher’s note16
Angle-based residual strength estimation of geotextile/textured geomembrane interface16
Evaluation of concrete and geomembrane lining options for a canal in Egypt15
Comparing CO2 emissions: ordinary stone vs. geosynthetic encased columns15
Modeling geogrid-stabilized aggregate base courses considering local stiffness enhancement15
Image-aided physical and compression characterisation of expanded polystyrene geofoam14
Effect of a soluble subgrade on leakage through a geomembrane defect14
Model studies of square footings on geocell-reinforced slopes14
Experimental study of granular platforms reinforced by geosynthetics over soft subgrade14
Publisher’s note14
Behavior of geocell reinforced bed under vibration loading: 3D numerical studies14
Geogrid-soil interaction: experimental analysis of factors influencing load transfer13
Direct relaxation method to calculate stresses induced by gravel particles in a geomembrane12
Cyclic response of stereoscopic geogrid–sand interface under static and cyclic loading12
Experiments and dimensional analysis of waste tire-based permeable pavements12
Breakthrough time assessment of liner system for MSW landfills with high leachate heads11
Effect of UV radiation on shear behaviour between geotextile and geomembrane interface11
Discrete element method investigation of shear behaviour of 3D geogrid–sand interface11
Performance of laboratory geogrid-reinforced retaining walls under freeze-thaw cycles11
Seismic performance of thinner rubber-sand mixture cushion reinforced by geosynthetics11
Experimental studies on geogrid efficiency against moderate to highly expansive subgrades11
Effect of reinforcement stiffness on response of back-to-back MSE wall upon infiltration11
Rheological properties and viscoelastic model of sensor-enabled piezoelectric geocable11
Geotextile filtration characteristics in piping rescue under extreme soil-retained state11
Geotextile thickness effect on slope failure stress of encased column: 3D numerical study10
Modelling the ultimate pullout resistance of geogrids10
Best Geosynthetics International Paper for 202410
Natural weathering effects on white, green, and black HDPE textured GMs10
Environmental impacts of mechanically stabilised earth walls10
Soil behavior near the PVD filter and interpretation of clogging during vacuum preloading9
Shear reinforcement effect of geosynthetic encased stone column in liquefiable sands9
Mechanisms controlling the hydraulic conductivity of anionic polymer-enhanced GCLs9
Long-term performance of HDPE extrusion welds aged at 85°C in synthetic leachate8
Discussion: Geotechnical characterization of soil-rubber mixtures with well graded gravel8
Mechanical characteristics of geogrids produced from recycled polyester8
Note of appreciation to paper reviewers8
Laboratory preparation and tensile signal response of sensor-enabled piezoelectric geobelt7
Consolidation of soft soils improved by composite piles considering clogging effect7
Geotechnical characterization of soil-rubber mixtures with well-graded gravel7
Engineering properties of biodegradable vertical drains for soft ground improvement7
Assessment of the stress crack resistance of multilayered textured HDPE geomembranes7
Strain assessment of polyethylene pipes in dense sand subjected to axial displacement7
DEM–FDM analysis in stereoscopic geogrid-reinforced interface under cyclic loading7
Undrained response of geocell-confined pond ash samples under static and cyclic loading7
Mitigation of lateral slope movement and soil improvement using the vacuum-PVD scheme6
Deformation characteristics and creep behaviour of rigid particulates-EPS beads composites6
Influence of facing toe condition on the bearing capacity of full-height panel MSE walls6
A nonlinear analytical model for consolidated geotextile-encased sand columns6
Lateral force–displacement relationships for shallowly buried pipe reinforced by geocells6
Compaction-induced prestressing effect of geocell reinforcement6
Performance of GCLs after long-term wet–dry cycles under a defect in GMB in a landfill6
Investigation on dynamic performance of soilbag cushion using shaking table tests6
Last words from the former Chairman of the Editorial Board6
Note of appreciation to paper reviewers6
Equivalent analytical models for assessment of landfill composite liners6
Woven geotextile permeability under uniaxial and laterally constrained conditions6
Mechanical behavior of a fiber reinforced reclaimed asphalt pavement sand-cement blend6
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