OOIR: Observatory of International Research

Papers

(The H4-Index of Geotextiles and Geomembranes is 29. 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 2021-11-01 to 2025-11-01.)

Article	Citations
Estimation of the carbon sequestration potential of ecological retaining structures: A comparative study	80
Field tests on partially geotextile encased stone column-supported embankment over silty clay	55
Electroosmosis of gold tailings under multiple electrokinetic geosynthetics electrodes	48
Coupled effect of UV ageing and temperature on the diffusive transport of aqueous, vapour and gaseous phase organic contaminants through HDPE geomembrane	43
Parameters affecting performance of fully instrumented model testing of strip footings on geocell-reinforced soils	41
Editorial Board	39
Bearing capacity of strip footings in unsaturated soils reinforced with layered geogrid sheets using upper bound method	39
Editorial Board	38
Determination of shear stress-shear strain behavior of polymeric geostrip reinforced MSE wall	37
Long-term durability of two HDPE geomembranes formulated with polyethylene of raised temperature resistance (PE-RT)	37
Axisymmetric finite strain consolidation model for soft soil consolidation with vertical drains under combined loading considering creep and non-Darcy flow	37
Stress-strain behavior of geotextile: A proposed new indirect calculation using the static puncture test (CBR test)	37
Investigation on relationship of geogrid strain and settlement in the GRPS embankment under cyclic loading	36
Investigation of geogrid-reinforced unbound granular material behavior using constant radial stiffness triaxial tests	35
Geogrid reinforcement of ballasted railway superstructure for stabilization of the railway track geometry – A case study	35
Investigation of soil arching in GRPS embankments under localized loading: Multi-span spring-based trapdoor model test	34
A simplified model for the analysis of piled embankments considering arching and subsoil consolidation	34
Theoretical and experimental studies on air-inflated rubber dam anchored on sidewall of the rigid base	34
Full-scale accelerated testing of geogrid-reinforced inverted pavements	34
Evaluation of arched EPS block and geocell inclusions in trench backfill for protection of buried flexible pipes	34
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to aggressive solid waste leachates	32
Research on the aging mechanism of polypropylene nonwoven geotextiles under simulated heavy metal aging scenarios	32
Corrigendum to “A large-size model test study on the consolidation effect of construction waste slurry under self-weight and bottom vacuum preloading” [Geotext. Geomembranes, 53, (1), February 2025, (	31
Generation and prediction of defect in HDPE GMB serving as landfill base barrier	31
A new apparatus for the study of pullout behaviour of soil-geosynthetic interfaces under sustained load over time	31

Shaking table tests on the influence of geosynthetic encasement stiffness on the shear reinforcement effect of GESC composite foundation	30
Deformation and load transfer of pile-supported foundation reinforced with soilbags raft cushion	30
Experimental and numerical investigations on buffer performance of geofoam subjected by the impact of falling rocks with respect to different shapes	30
Mechanical properties and mechanisms of soil-geotextile interface under constant normal Stiffness: Effect of freezing conditions	30
Mechanical property and deformation behavior of geogrid reinforced calcareous sand	29
Experimental and theoretical studies on deformation characteristics of Geosynthetic-Reinforced Soil (GRS) abutments induced by vertical loads	29
Field test of geosynthetic-reinforced floating pile-supported embankments on soft soil	29
Field behavior of a GRS bridge approach retaining wall on highly compressible foundation soils	29
Editorial Board	29
Editorial Board	29
Use of soilbags to protect flexible pipes against repeated load effects	29