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 2021-05-01 to 2025-05-01.)

Article	Citations
Experimental analysis of bearing capacity failure of geosynthetic-reinforced soil walls	65
Investigating the effect of temperature and water freezing on the response of geogrid composite	41
Evaluating stability of rigid-column-supported and geosynthetic-reinforced embankments	32
Note of appreciation to paper reviewers	31
Compressive and shear response of fibre-reinforced backfill: impact of field temperature	30
Thermo-hydraulic numerical modelling of in-soil conditions in reinforced soil walls	27
Response of shallow foundations in tire derived aggregate	21
Centrifuge modelling of the progressive failure of geosynthetic-reinforced embankments	20
Effect of temperature on the mechanical properties of two polymeric geogrid materials	19
Interface creep behavior of tensioned GFRP tendons embedded in cemented soils	19
Confined-reinforced earth with various geogrid lengths in reducing differential settlement	19
Investigation of the mechanical response of recovered geogrids under repeated loading	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	16
Evaluation of concrete and geomembrane lining options for a canal in Egypt	16
Dynamic behaviour of pipe protected by rubber–soil mixtures	16
Modeling geogrid-stabilized aggregate base courses considering local stiffness enhancement	15
Discussion: Uniaxial compression test of cement-solidified dredged slurry columns encased with geogrid	14
Angle-based residual strength estimation of geotextile/textured geomembrane interface	14
Experimental evaluation of salinity geosynthetics capillary barriers	14
Chemical durability of bituminous geomembranes (BGMs) in heap leach pad applications	14
Publisher’s note	14
Experimental study of a geosynthetic-reinforced soil bridge abutment	13
Model studies of square footings on geocell-reinforced slopes	13
Interaction mechanisms in small-scale model MSE walls under the strip footing load	12

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