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 2021-06-01 to 2025-06-01.)

Article	Citations
Experimental analysis of bearing capacity failure of geosynthetic-reinforced soil walls	66
Investigating the effect of temperature and water freezing on the response of geogrid composite	42
Evaluating stability of rigid-column-supported and geosynthetic-reinforced embankments	33
Note of appreciation to paper reviewers	32
Compressive and shear response of fibre-reinforced backfill: impact of field temperature	30
Response of shallow foundations in tire derived aggregate	27
Centrifuge modelling of the progressive failure of geosynthetic-reinforced embankments	24
Interface creep behavior of tensioned GFRP tendons embedded in cemented soils	22
Investigation of the mechanical response of recovered geogrids under repeated loading	21
Effect of temperature on the mechanical properties of two polymeric geogrid materials	19
Dynamic behaviour of pipe protected by rubber–soil mixtures	19
Thermo-hydraulic numerical modelling of in-soil conditions in reinforced soil walls	19
Confined-reinforced earth with various geogrid lengths in reducing differential settlement	19
Simplified methods for the design of landfill double composite liners using neural network	18
Design, fabrication, and application of graphene sensor for geogrid strain measurement	17
Evaluation of concrete and geomembrane lining options for a canal in Egypt	17
Discussion: Uniaxial compression test of cement-solidified dredged slurry columns encased with geogrid	16
Publisher’s note	16
Chemical durability of bituminous geomembranes (BGMs) in heap leach pad applications	15
Experimental study of a geosynthetic-reinforced soil bridge abutment	15
Experimental evaluation of salinity geosynthetics capillary barriers	15
Model studies of square footings on geocell-reinforced slopes	14
Angle-based residual strength estimation of geotextile/textured geomembrane interface	14
Modeling geogrid-stabilized aggregate base courses considering local stiffness enhancement	13
Interaction mechanisms in small-scale model MSE walls under the strip footing load	13

Comparing CO₂ emissions: ordinary stone vs. geosynthetic encased columns	13
Image-aided physical and compression characterisation of expanded polystyrene geofoam	12
Effect of a soluble subgrade on leakage through a geomembrane defect	12
Seismic performance of thinner rubber-sand mixture cushion reinforced by geosynthetics	12
Effect of reinforcement stiffness on response of back-to-back MSE wall upon infiltration	11
Cyclic response of stereoscopic geogrid–sand interface under static and cyclic loading	11
Behavior of geocell reinforced bed under vibration loading: 3D numerical studies	11
Geogrid-soil interaction: experimental analysis of factors influencing load transfer	11
Experiments and dimensional analysis of waste tire-based permeable pavements	11
Performance of laboratory geogrid-reinforced retaining walls under freeze-thaw cycles	11
Multivariate adaptive regression splines model for reinforced soil foundations	11
Geotextile thickness effect on slope failure stress of encased column: 3D numerical study	10
Modelling the ultimate pullout resistance of geogrids	10
Long-term performance of HDPE extrusion welds aged at 85°C in synthetic leachate	10
Assessment of the stress crack resistance of multilayered textured HDPE geomembranes	10
Natural weathering effects on white, green, and black HDPE textured GMs	10
Environmental impacts of mechanically stabilised earth walls	10
Discrete element method investigation of shear behaviour of 3D geogrid–sand interface	10
Note of appreciation to paper reviewers	10
Geotextile filtration characteristics in piping rescue under extreme soil-retained state	10
Mechanisms controlling the hydraulic conductivity of anionic polymer-enhanced GCLs	10
Breakthrough time assessment of liner system for MSW landfills with high leachate heads	10
Effect of UV radiation on shear behaviour between geotextile and geomembrane interface	10
Strain assessment of polyethylene pipes in dense sand subjected to axial displacement	10
Mechanical characteristics of geogrids produced from recycled polyester	9
Undrained response of geocell-confined pond ash samples under static and cyclic loading	9
Discussion: Geotechnical characterization of soil-rubber mixtures with well graded gravel	9
Soil behavior near the PVD filter and interpretation of clogging during vacuum preloading	9
Geotechnical characterization of soil-rubber mixtures with well-graded gravel	9
Lateral force–displacement relationships for shallowly buried pipe reinforced by geocells	8
Laboratory preparation and tensile signal response of sensor-enabled piezoelectric geobelt	8
Consolidation of soft soils improved by composite piles considering clogging effect	8
Deformation characteristics and creep behaviour of rigid particulates-EPS beads composites	8
Engineering properties of biodegradable vertical drains for soft ground improvement	8
Last words from the former Chairman of the Editorial Board	8
Shear strength characteristics of interlocked EPS-block geofoam-sand interface	8
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
A nonlinear analytical model for consolidated geotextile-encased sand columns	7
Influence of facing toe condition on the bearing capacity of full-height panel MSE walls	7
Note of appreciation to paper reviewers	7
Mitigation of lateral slope movement and soil improvement using the vacuum-PVD scheme	7
Equivalent analytical models for assessment of landfill composite liners	7
Mechanical behavior of a fiber reinforced reclaimed asphalt pavement sand-cement blend	6
Shaking table tests on bridge abutments reinforced by EPS and geogrid	6
Full-scale laboratory tests of geosynthetic reinforced unpaved roads on a soft subgrade	6
Transport of heavy metal contaminants in a composite liner under non-isothermal condition	6
Compaction-induced prestressing effect of geocell reinforcement	6
Gas permeability of geosynthetic clay liners overlap seams	6