OOIR: Observatory of International Research

Papers

(The TQCC of Geosynthetics International is 7. 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 2022-08-01 to 2026-08-01.)

Article	Citations
Centrifuge modelling of the progressive failure of geosynthetic-reinforced embankments	41
Numerical simulation on impact dynamic responses of flexible protection mesh for rockburst	27
Investigation of the mechanical response of recovered geogrids under repeated loading	27
Investigating the effect of temperature and water freezing on the response of geogrid composite	26
Simplified methods for the design of landfill double composite liners using neural network	25
Experimental analysis of bearing capacity failure of geosynthetic-reinforced soil walls	21
Compressive and shear response of fibre-reinforced backfill: impact of field temperature	21
Influence of width to height ratios on the dynamic response of back-to-back MSE walls	21
Sustainability assessment of geosynthetic reinforced soil walls with polyester reinforcement layers	21
Dynamic behaviour of pipe protected by rubber–soil mixtures	21
Evaluating stability of rigid-column-supported and geosynthetic-reinforced embankments	21
Response of shallow foundations in tire derived aggregate	19
Thermo-hydraulic numerical modelling of in-soil conditions in reinforced soil walls	19
Chemical durability of bituminous geomembranes (BGMs) in heap leach pad applications	18
Design, fabrication, and application of graphene sensor for geogrid strain measurement	18
Experimental evaluation of salinity geosynthetics capillary barriers	18
Evaluation of concrete and geomembrane lining options for a canal in Egypt	17
Publisher’s note	17
Discussion: Uniaxial compression test of cement-solidified dredged slurry columns encased with geogrid	17
Pore size for needle-punched nonwoven geotextiles under unequal biaxial tensile strains	17
Model studies of square footings on geocell-reinforced slopes	17
Optimization of preloading in MSE walls: numerical and experimental analysis	16
Comparing CO2 emissions: ordinary stone vs. geosynthetic encased columns	16
Modeling geogrid-stabilized aggregate base courses considering local stiffness enhancement	15
Angle-based residual strength estimation of geotextile/textured geomembrane interface	15

Publisher’s note	13
In-situ evaluation of geosynthetic-reinforced pavement on variable subgrade conditions	13
Mitigating strike-slip fault rupture damage in buried steel pipelines with geogrid reinforcement	12
Image-aided physical and compression characterisation of expanded polystyrene geofoam	12
Cyclic response of stereoscopic geogrid–sand interface under static and cyclic loading	12
Effect of a soluble subgrade on leakage through a geomembrane defect	12
Direct relaxation method to calculate stresses induced by gravel particles in a geomembrane	11
Geogrid-soil interaction: experimental analysis of factors influencing load transfer	11
Behavior of geocell reinforced bed under vibration loading: 3D numerical studies	11
Effect of reinforcement stiffness on response of back-to-back MSE wall upon infiltration	11
Experimental study of granular platforms reinforced by geosynthetics over soft subgrade	11
Seismic performance of thinner rubber-sand mixture cushion reinforced by geosynthetics	11
Field and numerical studies on geofoam-infilled dual barriers to screen ground vibrations	11
Discrete element method investigation of shear behaviour of 3D geogrid–sand interface	10
Natural weathering effects on white, green, and black HDPE textured GMs	10
Effect of UV radiation on shear behaviour between geotextile and geomembrane interface	10
Best Geosynthetics International Paper for 2024	10
Environmental impacts of mechanically stabilised earth walls	10
Rheological properties and viscoelastic model of sensor-enabled piezoelectric geocable	10
Soil behavior near the PVD filter and interpretation of clogging during vacuum preloading	9
Note of appreciation to paper reviewers	9
Modelling the ultimate pullout resistance of geogrids	9
Geotextile filtration characteristics in piping rescue under extreme soil-retained state	9
Discussion: Geotechnical characterization of soil-rubber mixtures with well graded gravel	9
Mechanisms controlling the hydraulic conductivity of anionic polymer-enhanced GCLs	9
Breakthrough time assessment of liner system for MSW landfills with high leachate heads	9
Experimental studies on geogrid efficiency against moderate to highly expansive subgrades	9
Mechanical characteristics of geogrids produced from recycled polyester	9
Geotextile thickness effect on slope failure stress of encased column: 3D numerical study	9
Shear reinforcement effect of geosynthetic encased stone column in liquefiable sands	8
Long-term performance of HDPE extrusion welds aged at 85°C in synthetic leachate	8
DEM–FDM analysis in stereoscopic geogrid-reinforced interface under cyclic loading	8
Geotechnical characterization of soil-rubber mixtures with well-graded gravel	8
Model tests on geosynthetic encased column stabilized slopes subjected to seepage	8
Engineering properties of biodegradable vertical drains for soft ground improvement	8
Assessment of the stress crack resistance of multilayered textured HDPE geomembranes	8
Strain assessment of polyethylene pipes in dense sand subjected to axial displacement	8
Consolidation of soft soils improved by composite piles considering clogging effect	8
Vacuum-PVD improvement of reclaimed deep excavation pits filled with soft clay lumps	8
Mechanical behavior of a fiber reinforced reclaimed asphalt pavement sand-cement blend	7
Lateral force–displacement relationships for shallowly buried pipe reinforced by geocells	7
Mitigation of lateral slope movement and soil improvement using the vacuum-PVD scheme	7
Compaction-induced prestressing effect of geocell reinforcement	7
Influence of facing toe condition on the bearing capacity of full-height panel MSE walls	7
Biaxial tensile test and joint strength modeling of HDPE geocells	7
Note of appreciation to paper reviewers	7
Hydraulic characterization of ryegrass-fiber reinforced soil slopes under rainfall conditions	7
Full-vacuum forced-drainage for deep marine soft ground improvement	7
Equivalent analytical models for assessment of landfill composite liners	7
Sustainable and resilient reinforced soil structures: insights into interface mechanics	7

A nonlinear analytical model for consolidated geotextile-encased sand columns	7
Deformation characteristics and creep behaviour of rigid particulates-EPS beads composites	7
Laboratory preparation and tensile signal response of sensor-enabled piezoelectric geobelt	7
Performance of GCLs after long-term wet–dry cycles under a defect in GMB in a landfill	7
Woven geotextile permeability under uniaxial and laterally constrained conditions	7
Influencing factors for geosynthetic-reinforced slope performance under freeze-thaw cycles	7