Geotextiles and Geomembranes

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 2021-06-01 to 2025-06-01.)
ArticleCitations
Editorial Board128
Bearing capacity of strip footings in unsaturated soils reinforced with layered geogrid sheets using upper bound method113
Editorial Board69
Determination of shear stress-shear strain behavior of polymeric geostrip reinforced MSE wall55
Stress-strain behavior of geotextile: A proposed new indirect calculation using the static puncture test (CBR test)53
Estimation of the carbon sequestration potential of ecological retaining structures: A comparative study51
Field tests on partially geotextile encased stone column-supported embankment over silty clay44
Electroosmosis of gold tailings under multiple electrokinetic geosynthetics electrodes42
Axisymmetric finite strain consolidation model for soft soil consolidation with vertical drains under combined loading considering creep and non-Darcy flow41
Three-dimensional finite element analysis of geosynthetic-reinforced soil walls with turning corners38
Coupled effect of UV ageing and temperature on the diffusive transport of aqueous, vapour and gaseous phase organic contaminants through HDPE geomembrane38
Parameters affecting performance of fully instrumented model testing of strip footings on geocell-reinforced soils35
Geogrid reinforcement of ballasted railway superstructure for stabilization of the railway track geometry – A case study34
Long-term durability of two HDPE geomembranes formulated with polyethylene of raised temperature resistance (PE-RT)34
Editorial Board33
Theoretical and experimental studies on air-inflated rubber dam anchored on sidewall of the rigid base33
Evaluation of arched EPS block and geocell inclusions in trench backfill for protection of buried flexible pipes32
Full-scale accelerated testing of geogrid-reinforced inverted pavements32
Investigation of soil arching in GRPS embankments under localized loading: Multi-span spring-based trapdoor model test32
A simplified model for the analysis of piled embankments considering arching and subsoil consolidation31
A new apparatus for the study of pullout behaviour of soil-geosynthetic interfaces under sustained load over time31
Investigation of geogrid-reinforced unbound granular material behavior using constant radial stiffness triaxial tests31
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to aggressive solid waste leachates31
Generation and prediction of defect in HDPE GMB serving as landfill base barrier30
Shaking table tests on the influence of geosynthetic encasement stiffness on the shear reinforcement effect of GESC composite foundation30
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, (30
Deformation and load transfer of pile-supported foundation reinforced with soilbags raft cushion30
Research on the aging mechanism of polypropylene nonwoven geotextiles under simulated heavy metal aging scenarios30
Experimental and numerical investigations on buffer performance of geofoam subjected by the impact of falling rocks with respect to different shapes30
Laudatio for Editor-in-Chief R. Kerry Rowe29
Analytical assessment of pullout capacity of reinforcements in unsaturated soils29
Field behavior of a GRS bridge approach retaining wall on highly compressible foundation soils29
Mechanical property and deformation behavior of geogrid reinforced calcareous sand29
Editorial Board29
Effect of prehydration, permeant, and desiccation on GCL/Geomembrane interface transmissivity29
Large scale soft ground consolidation using electrokinetic geosynthetics29
Editorial Board29
Experimental and theoretical studies on deformation characteristics of Geosynthetic-Reinforced Soil (GRS) abutments induced by vertical loads29
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