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 2021-08-01 to 2025-08-01.)

Article	Citations
Confined-reinforced earth with various geogrid lengths in reducing differential settlement	69
Note of appreciation to paper reviewers	37
Centrifuge modelling of the progressive failure of geosynthetic-reinforced embankments	34
Compressive and shear response of fibre-reinforced backfill: impact of field temperature	28
Investigating the effect of temperature and water freezing on the response of geogrid composite	27
Dynamic behaviour of pipe protected by rubber–soil mixtures	22
Experimental analysis of bearing capacity failure of geosynthetic-reinforced soil walls	21
Investigation of the mechanical response of recovered geogrids under repeated loading	20
Simplified methods for the design of landfill double composite liners using neural network	20
Effect of temperature on the mechanical properties of two polymeric geogrid materials	19
Thermo-hydraulic numerical modelling of in-soil conditions in reinforced soil walls	18
Response of shallow foundations in tire derived aggregate	17
Comparing CO₂ emissions: ordinary stone vs. geosynthetic encased columns	17
Evaluating stability of rigid-column-supported and geosynthetic-reinforced embankments	17
Discussion: Uniaxial compression test of cement-solidified dredged slurry columns encased with geogrid	17
Interface creep behavior of tensioned GFRP tendons embedded in cemented soils	17
Publisher’s note	17
Experimental evaluation of salinity geosynthetics capillary barriers	15
Chemical durability of bituminous geomembranes (BGMs) in heap leach pad applications	15
Experimental study of a geosynthetic-reinforced soil bridge abutment	15
Design, fabrication, and application of graphene sensor for geogrid strain measurement	14
Evaluation of concrete and geomembrane lining options for a canal in Egypt	14
Model studies of square footings on geocell-reinforced slopes	14
Multivariate adaptive regression splines model for reinforced soil foundations	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
Publisher’s note	12
Angle-based residual strength estimation of geotextile/textured geomembrane interface	12
Modeling geogrid-stabilized aggregate base courses considering local stiffness enhancement	12
Image-aided physical and compression characterisation of expanded polystyrene geofoam	12
Effect of reinforcement stiffness on response of back-to-back MSE wall upon infiltration	11
Experiments and dimensional analysis of waste tire-based permeable pavements	11
Geotextile thickness effect on slope failure stress of encased column: 3D numerical study	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
Performance of laboratory geogrid-reinforced retaining walls under freeze-thaw cycles	11
Natural weathering effects on white, green, and black HDPE textured GMs	11
Geotextile filtration characteristics in piping rescue under extreme soil-retained state	10
Note of appreciation to paper reviewers	10
Discrete element method investigation of shear behaviour of 3D geogrid–sand interface	10
Breakthrough time assessment of liner system for MSW landfills with high leachate heads	10
Modelling the ultimate pullout resistance of geogrids	10
Mechanisms controlling the hydraulic conductivity of anionic polymer-enhanced GCLs	10
Effect of UV radiation on shear behaviour between geotextile and geomembrane interface	10
Environmental impacts of mechanically stabilised earth walls	10
Mechanical characteristics of geogrids produced from recycled polyester	9
Discussion: Geotechnical characterization of soil-rubber mixtures with well graded gravel	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
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
Undrained response of geocell-confined pond ash samples under static and cyclic loading	9
Long-term performance of HDPE extrusion welds aged at 85°C in synthetic leachate	9
Shear strength characteristics of interlocked EPS-block geofoam-sand interface	8
Engineering properties of biodegradable vertical drains for soft ground improvement	8
Consolidation of soft soils improved by composite piles considering clogging effect	8
Laboratory preparation and tensile signal response of sensor-enabled piezoelectric geobelt	8
DEM–FDM analysis in stereoscopic geogrid-reinforced interface under cyclic loading	8
Lateral force–displacement relationships for shallowly buried pipe reinforced by geocells	7
Compaction-induced prestressing effect of geocell reinforcement	7
Last words from the former Chairman of the Editorial Board	7
Deformation characteristics and creep behaviour of rigid particulates-EPS beads composites	7
Mitigation of lateral slope movement and soil improvement using the vacuum-PVD scheme	7
Note of appreciation to paper reviewers	7
Performance of GCLs after long-term wet–dry cycles under a defect in GMB in a landfill	6
Geosynthetic performance against slope erosion caused by high intensity rainfall	6
Shaking table tests on bridge abutments reinforced by EPS and geogrid	6
Mechanical behavior of a fiber reinforced reclaimed asphalt pavement sand-cement blend	6
Full-scale laboratory tests of geosynthetic reinforced unpaved roads on a soft subgrade	6
Equivalent analytical models for assessment of landfill composite liners	6
Numerical investigation of the interaction of back-to-back MSE walls	6
Perfluoroalkyl substances (PFAS) partitioning into a high-density polyethylene geomembrane	6
Woven geotextile permeability under uniaxial and laterally constrained conditions	6
Influence of facing toe condition on the bearing capacity of full-height panel MSE walls	6

Biaxial tensile test and joint strength modeling of HDPE geocells	6
Investigation on dynamic performance of soilbag cushion using shaking table tests	6
A nonlinear analytical model for consolidated geotextile-encased sand columns	6