OOIR: Observatory of International Research

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 2022-06-01 to 2026-06-01.)

Article	Citations
Centrifuge modelling of the progressive failure of geosynthetic-reinforced embankments	43
Investigation of the mechanical response of recovered geogrids under repeated loading	40
Interface creep behavior of tensioned GFRP tendons embedded in cemented soils	30
Response of shallow foundations in tire derived aggregate	26
Compressive and shear response of fibre-reinforced backfill: impact of field temperature	26
Thermo-hydraulic numerical modelling of in-soil conditions in reinforced soil walls	25
Sustainability assessment of geosynthetic reinforced soil walls with polyester reinforcement layers	24
Simplified methods for the design of landfill double composite liners using neural network	23
Influence of width to height ratios on the dynamic response of back-to-back MSE walls	21
Experimental analysis of bearing capacity failure of geosynthetic-reinforced soil walls	21
Numerical simulation on impact dynamic responses of flexible protection mesh for rockburst	20
Investigating the effect of temperature and water freezing on the response of geogrid composite	19
Chemical durability of bituminous geomembranes (BGMs) in heap leach pad applications	18
Effect of temperature on the mechanical properties of two polymeric geogrid materials	18
Dynamic behaviour of pipe protected by rubber–soil mixtures	18
Evaluating stability of rigid-column-supported and geosynthetic-reinforced embankments	18
Angle-based residual strength estimation of geotextile/textured geomembrane interface	17
Publisher’s note	17
Experimental evaluation of salinity geosynthetics capillary barriers	17
Design, fabrication, and application of graphene sensor for geogrid strain measurement	17
Modeling geogrid-stabilized aggregate base courses considering local stiffness enhancement	16
Comparing CO2 emissions: ordinary stone vs. geosynthetic encased columns	16
In-situ evaluation of geosynthetic-reinforced pavement on variable subgrade conditions	16
Evaluation of concrete and geomembrane lining options for a canal in Egypt	16
Model studies of square footings on geocell-reinforced slopes	16

Discussion: Uniaxial compression test of cement-solidified dredged slurry columns encased with geogrid	16
Optimization of preloading in MSE walls: numerical and experimental analysis	15
Publisher’s note	14
Cyclic response of stereoscopic geogrid–sand interface under static and cyclic loading	13
Effect of a soluble subgrade on leakage through a geomembrane defect	13
Mitigating strike-slip fault rupture damage in buried steel pipelines with geogrid reinforcement	13
Effect of reinforcement stiffness on response of back-to-back MSE wall upon infiltration	12
Field and numerical studies on geofoam-infilled dual barriers to screen ground vibrations	12
Experiments and dimensional analysis of waste tire-based permeable pavements	12
Image-aided physical and compression characterisation of expanded polystyrene geofoam	12
Geogrid-soil interaction: experimental analysis of factors influencing load transfer	12
Experimental study of granular platforms reinforced by geosynthetics over soft subgrade	12
Direct relaxation method to calculate stresses induced by gravel particles in a geomembrane	11
Geotextile filtration characteristics in piping rescue under extreme soil-retained state	11
Behavior of geocell reinforced bed under vibration loading: 3D numerical studies	11
Experimental studies on geogrid efficiency against moderate to highly expansive subgrades	11
Seismic performance of thinner rubber-sand mixture cushion reinforced by geosynthetics	11
Modelling the ultimate pullout resistance of geogrids	10
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
Environmental impacts of mechanically stabilised earth walls	10
Best Geosynthetics International Paper for 2024	10
Rheological properties and viscoelastic model of sensor-enabled piezoelectric geocable	10
Effect of UV radiation on shear behaviour between geotextile and geomembrane interface	10
Geotextile thickness effect on slope failure stress of encased column: 3D numerical study	9
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
Discussion: Geotechnical characterization of soil-rubber mixtures with well graded gravel	8
Long-term performance of HDPE extrusion welds aged at 85°C in synthetic leachate	8
Assessment of the stress crack resistance of multilayered textured HDPE geomembranes	8
Mechanical characteristics of geogrids produced from recycled polyester	8
Shear reinforcement effect of geosynthetic encased stone column in liquefiable sands	8
Note of appreciation to paper reviewers	8
Undrained response of geocell-confined pond ash samples under static and cyclic loading	8
Strain assessment of polyethylene pipes in dense sand subjected to axial displacement	8
Full-vacuum forced-drainage for deep marine soft ground improvement	7
Soil behavior near the PVD filter and interpretation of clogging during vacuum preloading	7
Vacuum-PVD improvement of reclaimed deep excavation pits filled with soft clay lumps	7
Engineering properties of biodegradable vertical drains for soft ground improvement	7
Lateral force–displacement relationships for shallowly buried pipe reinforced by geocells	7
Note of appreciation to paper reviewers	7
Consolidation of soft soils improved by composite piles considering clogging effect	7
Model tests on geosynthetic encased column stabilized slopes subjected to seepage	7
Mitigation of lateral slope movement and soil improvement using the vacuum-PVD scheme	7
Hydraulic characterization of ryegrass-fiber reinforced soil slopes under rainfall conditions	7
Laboratory preparation and tensile signal response of sensor-enabled piezoelectric geobelt	7
DEM–FDM analysis in stereoscopic geogrid-reinforced interface under cyclic loading	7
Deformation characteristics and creep behaviour of rigid particulates-EPS beads composites	7
Mechanical behavior of a fiber reinforced reclaimed asphalt pavement sand-cement blend	6

A nonlinear analytical model for consolidated geotextile-encased sand columns	6
NaCMC-amended clay: effect of mixing method on hydraulic conductivity and polymer elution	6
Transport of heavy metal contaminants in a composite liner under non-isothermal condition	6
Sustainable and resilient reinforced soil structures: insights into interface mechanics	6
Influencing factors for geosynthetic-reinforced slope performance under freeze-thaw cycles	6
Influence of facing toe condition on the bearing capacity of full-height panel MSE walls	6
Erratum	6
Numerical investigation of the interaction of back-to-back MSE walls	6
Equivalent analytical models for assessment of landfill composite liners	6
Woven geotextile permeability under uniaxial and laterally constrained conditions	6
Performance of GCLs after long-term wet–dry cycles under a defect in GMB in a landfill	6
Biaxial tensile test and joint strength modeling of HDPE geocells	6
Gas permeability of geosynthetic clay liners overlap seams	6
Compaction-induced prestressing effect of geocell reinforcement	6