Geotextiles and Geomembranes

Papers
(The H4-Index of Geotextiles and Geomembranes is 31. 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 2022-05-01 to 2026-05-01.)
ArticleCitations
Field tests on partially geotextile encased stone column-supported embankment over silty clay88
Geogrid reinforcement of ballasted railway superstructure for stabilization of the railway track geometry – A case study48
Estimation of the carbon sequestration potential of ecological retaining structures: A comparative study47
Parameters affecting performance of fully instrumented model testing of strip footings on geocell-reinforced soils47
Coupled effect of UV ageing and temperature on the diffusive transport of aqueous, vapour and gaseous phase organic contaminants through HDPE geomembrane47
Centrifuge modelling of EPS geofoam behind integral bridge abutments46
Investigation on relationship of geogrid strain and settlement in the GRPS embankment under cyclic loading46
Editorial Board42
Editorial Board41
Bearing capacity of strip footings in unsaturated soils reinforced with layered geogrid sheets using upper bound method39
Electroosmosis of gold tailings under multiple electrokinetic geosynthetics electrodes39
Long-term durability of two HDPE geomembranes formulated with polyethylene of raised temperature resistance (PE-RT)38
Cold temperature behaviour of polyethylene geomembranes38
Axisymmetric finite strain consolidation model for soft soil consolidation with vertical drains under combined loading considering creep and non-Darcy flow37
Investigation of geogrid-reinforced unbound granular material behavior using constant radial stiffness triaxial tests37
Determination of shear stress-shear strain behavior of polymeric geostrip reinforced MSE wall37
Filtration characteristics and mechanism of geotextile filters under cyclic flow36
Investigation of soil arching in GRPS embankments under localized loading: Multi-span spring-based trapdoor model test36
Theoretical and experimental studies on air-inflated rubber dam anchored on sidewall of the rigid base36
A simplified model for the analysis of piled embankments considering arching and subsoil consolidation36
Centrifuge modeling on the geosynthetic-reinforced soil (GRS) abutments with different combinations of reinforcement spacing and tensile stiffness36
Effects of fiber and particle shape on the critical state line34
Editorial Board34
Field performance of erosion control on Lamtakong dam slopes using geocell and ruzi grass cover: A case study34
Improving the geotextile filter design criteria for internally unstable cohesionless soils33
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to aggressive solid waste leachates33
Evaluation of arched EPS block and geocell inclusions in trench backfill for protection of buried flexible pipes33
Full-scale accelerated testing of geogrid-reinforced inverted pavements32
Effect of temperature on the long-term interaction mechanism between geogrid and backfill32
Mechanical properties and mechanisms of soil-geotextile interface under constant normal Stiffness: Effect of freezing conditions31
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
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