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 2021-05-01 to 2025-05-01.)
ArticleCitations
Experimental analysis of bearing capacity failure of geosynthetic-reinforced soil walls65
Investigating the effect of temperature and water freezing on the response of geogrid composite41
Evaluating stability of rigid-column-supported and geosynthetic-reinforced embankments32
Note of appreciation to paper reviewers31
Compressive and shear response of fibre-reinforced backfill: impact of field temperature30
Thermo-hydraulic numerical modelling of in-soil conditions in reinforced soil walls27
Response of shallow foundations in tire derived aggregate21
Centrifuge modelling of the progressive failure of geosynthetic-reinforced embankments20
Effect of temperature on the mechanical properties of two polymeric geogrid materials19
Interface creep behavior of tensioned GFRP tendons embedded in cemented soils19
Confined-reinforced earth with various geogrid lengths in reducing differential settlement19
Investigation of the mechanical response of recovered geogrids under repeated loading19
Simplified methods for the design of landfill double composite liners using neural network18
Design, fabrication, and application of graphene sensor for geogrid strain measurement16
Evaluation of concrete and geomembrane lining options for a canal in Egypt16
Dynamic behaviour of pipe protected by rubber–soil mixtures16
Modeling geogrid-stabilized aggregate base courses considering local stiffness enhancement15
Discussion: Uniaxial compression test of cement-solidified dredged slurry columns encased with geogrid14
Angle-based residual strength estimation of geotextile/textured geomembrane interface14
Experimental evaluation of salinity geosynthetics capillary barriers14
Chemical durability of bituminous geomembranes (BGMs) in heap leach pad applications14
Publisher’s note14
Experimental study of a geosynthetic-reinforced soil bridge abutment13
Model studies of square footings on geocell-reinforced slopes13
Interaction mechanisms in small-scale model MSE walls under the strip footing load12
Effect of a soluble subgrade on leakage through a geomembrane defect11
Experiments and dimensional analysis of waste tire-based permeable pavements11
Seismic performance of thinner rubber-sand mixture cushion reinforced by geosynthetics11
Image-aided physical and compression characterisation of expanded polystyrene geofoam11
Cyclic response of stereoscopic geogrid–sand interface under static and cyclic loading11
Effect of reinforcement stiffness on response of back-to-back MSE wall upon infiltration10
Effect of UV radiation on shear behaviour between geotextile and geomembrane interface10
Modelling the ultimate pullout resistance of geogrids10
Multivariate adaptive regression splines model for reinforced soil foundations10
Geogrid-soil interaction: experimental analysis of factors influencing load transfer10
Environmental impacts of mechanically stabilised earth walls10
Performance of laboratory geogrid-reinforced retaining walls under freeze-thaw cycles10
Behavior of geocell reinforced bed under vibration loading: 3D numerical studies10
Geotextile filtration characteristics in piping rescue under extreme soil-retained state10
Mechanisms controlling the hydraulic conductivity of anionic polymer-enhanced GCLs9
Note of appreciation to paper reviewers9
Soil behavior near the PVD filter and interpretation of clogging during vacuum preloading9
Discrete element method investigation of shear behaviour of 3D geogrid–sand interface9
Natural weathering effects on white, green, and black HDPE textured GMs9
Undrained response of geocell-confined pond ash samples under static and cyclic loading9
Mechanical characteristics of geogrids produced from recycled polyester9
Breakthrough time assessment of liner system for MSW landfills with high leachate heads9
Long-term performance of HDPE extrusion welds aged at 85°C in synthetic leachate9
Assessment of the stress crack resistance of multilayered textured HDPE geomembranes9
Strain assessment of polyethylene pipes in dense sand subjected to axial displacement9
Consolidation of soft soils improved by composite piles considering clogging effect8
Discussion: Geotechnical characterization of soil-rubber mixtures with well graded gravel8
Laboratory preparation and tensile signal response of sensor-enabled piezoelectric geobelt8
Shear strength characteristics of interlocked EPS-block geofoam-sand interface8
Last words from the former Chairman of the Editorial Board8
Geotechnical characterization of soil-rubber mixtures with well-graded gravel8
Engineering properties of biodegradable vertical drains for soft ground improvement8
Deformation characteristics and creep behaviour of rigid particulates-EPS beads composites8
Mitigation of lateral slope movement and soil improvement using the vacuum-PVD scheme7
A nonlinear analytical model for consolidated geotextile-encased sand columns7
Lateral force–displacement relationships for shallowly buried pipe reinforced by geocells7
Performance of GCLs after long-term wet–dry cycles under a defect in GMB in a landfill7
Woven geotextile permeability under uniaxial and laterally constrained conditions6
Transport of heavy metal contaminants in a composite liner under non-isothermal condition6
Mechanical behavior of a fiber reinforced reclaimed asphalt pavement sand-cement blend6
Equivalent analytical models for assessment of landfill composite liners6
Compaction-induced prestressing effect of geocell reinforcement6
Influence of facing toe condition on the bearing capacity of full-height panel MSE walls6
Full-scale laboratory tests of geosynthetic reinforced unpaved roads on a soft subgrade6
Shaking table tests on bridge abutments reinforced by EPS and geogrid6
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