Geotextiles and Geomembranes

Papers
(The median citation count of Geotextiles and Geomembranes is 7. 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 2022-07-01 to 2026-07-01.)
ArticleCitations
Editorial Board94
Cold temperature behaviour of polyethylene geomembranes50
Estimation of the carbon sequestration potential of ecological retaining structures: A comparative study50
Axisymmetric finite strain consolidation model for soft soil consolidation with vertical drains under combined loading considering creep and non-Darcy flow49
Coupled effect of UV ageing and temperature on the diffusive transport of aqueous, vapour and gaseous phase organic contaminants through HDPE geomembrane49
Bearing capacity of strip footings in unsaturated soils reinforced with layered geogrid sheets using upper bound method48
Field tests on partially geotextile encased stone column-supported embankment over silty clay48
Geogrid reinforcement of ballasted railway superstructure for stabilization of the railway track geometry – A case study47
Investigation on relationship of geogrid strain and settlement in the GRPS embankment under cyclic loading44
Electroosmosis of gold tailings under multiple electrokinetic geosynthetics electrodes43
Long-term durability of two HDPE geomembranes formulated with polyethylene of raised temperature resistance (PE-RT)43
Determination of shear stress-shear strain behavior of polymeric geostrip reinforced MSE wall40
Parameters affecting performance of fully instrumented model testing of strip footings on geocell-reinforced soils40
Centrifuge modelling of EPS geofoam behind integral bridge abutments40
Theoretical and experimental studies on air-inflated rubber dam anchored on sidewall of the rigid base39
Full-scale accelerated testing of geogrid-reinforced inverted pavements39
Effects of fiber and particle shape on the critical state line38
Editorial Board38
Filtration characteristics and mechanism of geotextile filters under cyclic flow37
Effect of temperature on the long-term interaction mechanism between geogrid and backfill36
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to aggressive solid waste leachates35
Investigation of soil arching in GRPS embankments under localized loading: Multi-span spring-based trapdoor model test35
Centrifuge modeling on the geosynthetic-reinforced soil (GRS) abutments with different combinations of reinforcement spacing and tensile stiffness34
Evaluation of arched EPS block and geocell inclusions in trench backfill for protection of buried flexible pipes34
Investigation of geogrid-reinforced unbound granular material behavior using constant radial stiffness triaxial tests34
Field performance of erosion control on Lamtakong dam slopes using geocell and ruzi grass cover: A case study33
Improving the geotextile filter design criteria for internally unstable cohesionless soils33
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, (32
Experimental and numerical investigations on buffer performance of geofoam subjected by the impact of falling rocks with respect to different shapes32
Research on the aging mechanism of polypropylene nonwoven geotextiles under simulated heavy metal aging scenarios32
Predictive modeling of lateral pressure in geotextile flexible casings for karst pile construction32
Mechanical properties and mechanisms of soil-geotextile interface under constant normal Stiffness: Effect of freezing conditions31
Deformation and load transfer of pile-supported foundation reinforced with soilbags raft cushion31
Mechanical property and deformation behavior of geogrid reinforced calcareous sand30
Generation and prediction of defect in HDPE GMB serving as landfill base barrier30
Sorption and water distribution performances of a geosynthetic sheet used in naturally contaminated soils management30
Shaking table tests on the influence of geosynthetic encasement stiffness on the shear reinforcement effect of GESC composite foundation29
Editorial Board28
Editorial Board28
Hydraulic design of granular and geocomposite drainage layers in pavements based on demand-capacity modeling27
Experimental and theoretical studies on deformation characteristics of Geosynthetic-Reinforced Soil (GRS) abutments induced by vertical loads27
Pullout behavior of a bearing polymeric strap under monotonic and cyclic tensile loads26
Energy analysis of geomembrane wrinkling caused by temperature rise26
Use of soilbags to protect flexible pipes against repeated load effects26
Field test of geosynthetic-reinforced floating pile-supported embankments on soft soil26
Field behavior of a GRS bridge approach retaining wall on highly compressible foundation soils26
Analytical assessment of pullout capacity of reinforcements in unsaturated soils26
Vibration response of machine foundations protected by use of adjacent multi-layer geocells25
A simple 3D orthotropic model for the tensile response of geogrids: In-isolation and soil–geogrid interaction applications24
Effect of temperature on critical strength of geosynthetic clay liner / textured geomembrane composite systems23
A comparison of shear stress estimation methods for a single geobag on a rough bed23
Dynamic response of Mechanically Stabilised Earth (MSE) structures: A numerical study23
Influence of asphalt thickness on performance of geosynthetic-reinforced asphalt: Full-scale field study23
Influence of polymer enhancement on water uptake, retention and barrier performance of geosynthetic clay liners23
Numerical investigation of the tensile behaviors of needle-punched nonwoven geotextiles22
Reinforcement effect and mechanism analysis of dredged sludge treated by alternating prefabricated radiant drain vacuum preloading method22
Application of the non-linear three-component model for simulating accelerated creep behavior of polymer-alloy geocell sheets22
Implications of single and double liners on the impact of PFOA in landfills on an underlying aquifer22
Numerical modelling of reinforced fill over a void considering rate-dependent stiffness of the reinforcement22
Experimental study of a 3D printed geogrid embedded with FBG sensor for reinforcement of subgrade with underlying cave22
Editorial Board21
Research on the protection of expansive soil slopes under heavy rainfall by anchor-reinforced vegetation systems21
Behavior of surface loaded clay foundation reinforced by GESCs with lateral geosynthetic cushion under freeze-thaw cycles21
Large-scale field experiment on vibration screening characteristics of continuous panel-based geofoam-infilled wave barrier21
Analytical method for quantifying performance of wicking geosynthetic stabilized roadway21
Electro-mechanical behaviour of graphene-based geotextiles for pavement health monitoring20
A new large-scale shear apparatus for testing geosynthetics-soil interfaces incorporating thermal condition20
Geogrid stabilization effectiveness – Comprehensive assessment through multiscale experiments with bender element sensor technology20
A simplified analysis of a configuration of geosynthetic reinforcement in GRPS embankments20
Influence of geogrid reinforcement on the cracking characteristics of expansive soils: A laboratory study20
Land reclamation using the horizontal drainage enhanced geotextile sheet method19
Reinforcement effectiveness of stacked prefabricated vertical drain (S-PVD) vacuum preloading method: A case study19
Physical performance of flexible pavement system with and without a Portland-cement-concrete (PCC) slab for geofoam embankments19
Dynamic response and damage of pile-geogrid composite reinforced high-speed railway subgrade under seismic actions19
Centrifuge model tests on performance of MSE walls with different facing types19
New geocell utilisation as a pipe uplifting countermeasure and its validation using model experiments18
Pullout testing and Particle Image Velocimetry (PIV) analysis of geogrid reinforcement embedded in granular drainage layers18
Evaluating wettability of geotextiles with contact angles18
Characteristic pore size of nonwoven geotextiles based on low-field nuclear magnetic resonance technology18
A simplified method for assessing the serviceability performance of geosynthetic reinforced and pile-supported embankment18
Leakage of composite cutoff walls through geomembrane joint defects18
Modified method for predicting lateral displacement of PVD-improved ground under combined vacuum and surcharge loading18
Experimental study on the effect of temperature on HDPE geomembrane/geotextile interface shear characteristics18
A large-size model test study on the consolidation effect of construction waste slurry under self-weight and bottom vacuum preloading18
Predicting long-term stress relaxation of geogrids using time–temperature superposition and the nonlinear three-component model18
Editorial Board18
Seismic bearing capacity of strip footings placed on reinforced soil slopes using slip line method17
Effect of backfilling surface settlement trough on waste cover leakage16
Effect of geogrid reinforcement on the load transfer in pile-supported embankment under cyclic loading16
Influence of secondary reinforcements on the behavior of geosynthetic reinforced soil walls16
Finite-strain modelling of PVD-assisted consolidation in clayey soils using a novel elastic–viscoplastic model with destructuration based on the equivalent time concept16
Investigation on dewatering and reinforcement of dredged clay treated with SAP and PVD under vacuum preloading16
Centrifuge investigation on behavior of geosynthetic-encased stone column supported embankment under freeze-thaw cycles16
Methods for mitigating effect of apparent clogging in vacuum consolidation and analysis technics – a review15
Comparative numerical analysis of anti-liquefaction in sandy soil reinforced with OSC and GESC under sinusoidal loading15
Experimental study on shear bond strength and bearing capacity of lightweight cellular concrete fill around plastic pipes15
Shear strength of HDPE smooth geomembrane/bentonite-polymer geosynthetic clay liner interface15
Influence of rainfall and drying periods on the performance of a large-scale segmental GRS wall model built with poorly draining local soil15
Evaluation of two-layered soils reinforced with 3D printed geogrid models under axisymmetric loading conditions15
Analyzing the influence of facing batter on reinforcement loads of reinforced soil walls under working stress conditions15
Effect of gas-oil contamination on the mechanical behavior of sand-woven geotextile interface: Experimental investigation and constitutive modeling15
Novel soil-pegged geogrid (PG) interactions in pull-out loading conditions15
Behavior of geosynthetic-encased stone column reinforced foundation under freeze-thaw cycles15
Static pullout behavior of a geogrid under cyclic normal loading15
Centrifuge shaking table tests on tiered reinforced soil retaining walls subjected to the excitations of near-field ground motions14
Permeability prediction in geotextile envelope after chemical clogging: a coupled model14
DIA of centrifuge model tests on geogrid reinforced soil walls with low-permeable backfills subjected to rainfall14
Introduction to a novel geotextile tube connection construction method: A case study of test site and field application14
Application of EPS geofoam in rockfall galleries: Insights from large-scale experiments and FDEM simulations14
Experimental evaluation of geosynthetic-modular block connection loads14
Prediction method for lateral displacements of geosynthetic-reinforced soil walls with segmental block facings14
Three-dimensional physical modeling of load transfer in basal reinforced embankments under differential settlement14
Effect of subgrade on leakage through a defective geomembrane seam below saturated tailings14
Influence of geosynthetic encasement on liquefaction-induced deformations of stone column supported embankments13
Analytical model and stress behavior of consolidated load bearing geotextile tubes13
Assessing the importance of drainage layers over geomembrane liners within engineered cover systems: Seven years of field monitoring at three mine waste rock piles13
Drainage performance for clay slopes with wicking tubes in seasonally frozen regions: Experiment and field monitoring13
Editorial13
Special issue “Digital imaging techniques in geosynthetic applications”13
An analytical solution for the settlement of encased stone columns beneath rigid footings13
Test and DEM study on cyclic hysteresis characteristics of stereoscopic geogrid–soil interface13
Experimental investigation of the geometry of geocell on the performance of flexible pavement under repeated loading13
Structural damage and shear performance degradation of fiber–lime–soil under freeze–thaw cycling13
Seismic time-history analysis of block-faced reinforced-soil retaining wall based on pseudo-dynamic method12
Investigation on the static performance of geogrid reinforced aeolian sand railway embankment: Field test and discrete element simulation12
Numerical modelling of dredged sediment improvement under electrokinetic geosynthetics assisted vacuum preloading combined with electroosmosis12
Uncertainties in determining the responses of reinforced flexible pavements using in-situ tests12
Effects of bag characteristics and channel side slope on incipient motion of a single Geobag under river current loading12
Experimental study on uplift behavior of shallow anchor plates in geogrid-reinforced soil12
A preliminary study of the application of the strain-self-sensing smart geogrid rib in expansive soils12
Self-healing capacity of GCLs under simulated field conditions12
Numerical modeling of geosynthetic reinforced soil retaining walls with different toe restraint conditions12
Effect of chemical additives on the consolidation behaviours of mini-PVD unit cells –from macro to micro12
An approximate solution of consolidation for double-layered ground with different smear radii by vertical drains12
Optimum tack coat rate for different asphalt geosynthetic interlayers to achieve optimum shear bond strength12
Editorial Board11
Editorial Board11
Influence of wicking geotextile installation on moisture migration in silt under rainfall infiltration11
Linear viscoelastic behaviours of bituminous mixtures and fiberglass geogrids interfaces11
Case study: Design optimization and field tests of a large geotextile mat cofferdam combined with steel sheet piles11
New simple method for calculating large-strain consolidation settlement of layered soft soils with horizontal drains and vacuum preloading with comparison to test data11
Sensing performance and mechanism of flexible sensing-enabled CB-CNT/PDMS geosynthetics for soil deformation monitoring11
Assessment of geomembrane strain from pond liner bubbles11
The effect of physical-chemical combined clogging on the area density and permeability of geotextile envelopes for subsurface drainage systems in arid regions11
Effect of a lateral drainage layer on leakage through a defect in a geomembrane overlain by saturated tailings10
Effect of fabric structure on in-plane and through-plane hydraulic properties of nonwoven geotextiles10
Numerical modeling of floating geosynthetic-encased stone column–supported embankments with basal reinforcement10
Macro-microscopic mechanical behavior of geogrid reinforced calcareous sand subjected to triaxial loads: Effects of aperture size and tensile resistance10
Creep behavior and viscoelastic-plastic models for polymer-blend HDPE geocell sheets based on the stepped isothermal method10
Rational design method for bituminous pavements reinforced by geogrid10
Dynamic properties of sand reinforced with non-woven geotextile sheets using resonant column and bender elements tests10
Hydraulic conductivity and multi-scale pore structure of polymer-enhanced geosynthetic clay liners permeated with bauxite liquors10
Experimental study on the wicking performance of a wicking geotextile in coarse-grained soils under freezing-thawing actions10
Sand-geogrid interfacial shear response revisited through additive manufacturing10
Mitigating washboard effect: A study on geocells as soil reinforcement for unpaved roads9
A novel two-layer composite geomembrane lining structure to mitigate frost damage in cold-region canals: Model test and numerical simulation9
Quantitative assessment of the shoreline protection performance of geotextile sandbags at an in-situ coastal experimental station9
Seismic performances of the wrapped retaining wall backfilled with polypropylene fiber reinforced rubber-sand mixture9
Quantification of shear-induced wear development on textured geomembrane-geotextile interfaces9
Performance of two-tiered reinforced-soil retaining walls under strip footing load9
Observations from opening of a novel geotextile tube connection in field test site9
Modifying ASTM E96 to assess water vapour transmission rates of geomembranes at high temperatures9
Unveiling the reinforcement benefits of innovative textured geogrids9
Enhanced drainage performance of PVF-wicking geosynthetics: Development and experimental assessment8
Freeze-thaw impacts on geocell-stabilized bases considering effects of water supply and compaction8
Centrifuge modeling on the effect of mechanical connection on the dynamic performance of narrow geosynthetic reinforced soil wall8
Editorial Board8
Novel technique to mitigate the earthquake-induced damage of rubble mound breakwater8
Seismic analysis of geosynthetic-reinforced soil walls in tiered configuration8
Nonlinear creep consolidation of vertical drain-improved soft ground with time-dependent permeable boundary under linearly construction load8
Effect of the driving process for construction of geotextile-encased columns on the deformation of soft foundation soils8
Influence of chemical enhancer injection timings on electrokinetic geosynthetics-assisted vacuum preloading combined with electroosmosis for dredged sediments dewatering and heavy metal removal8
Seismic damage and energy distribution of pile-geogrid supported high-speed railway subgrade8
Critical state mechanics-based arching model for pile-supported embankments8
Characteristics of electro-osmosis consolidation and resistivity evolution in soft clay reinforced with recycled carbon fibers8
Microstructure characteristics of nonwoven geotextiles using SEM and CT methods8
Reliability analysis of geosynthetic-reinforced slopes under rainfall infiltration7
Influence of micro and macroroughness of geomembrane surfaces on soil-geomembrane and geotextile-geomembrane interface strength7
Evaluating tack coat compatibility and performance of geogrid reinforced asphalt mixtures7
Editorial Board7
Full-scale model tests of load transfer in geogrid-reinforced and floating pile-supported embankments7
Consolidation analysis of staged-filled soil slurry with combined grid-horizontal and vertical drains system under vacuum preloading7
New theoretical solution for soft soil consolidation under vacuum pressure via horizontal drainage enhanced geotextile sheets7
Effect of elevated temperatures on the degradation behaviour of elastomeric bituminous geomembranes7
Interface shear creep behavior between the nonwoven geotextile and the geomembrane pre/post peak strength7
Stress transfer mechanism of ground reinforcement embankments subjected to lateral rockfall impact7
Predictive model for the interface bond strength of geosynthetic-reinforced asphalt layers7
Effective stiffness matrix calculation of geocell layer and reinforcement mechanism analysis of geocell reinforced embankment7
DIC assessment of foundation soil response for different reinforcement between base and soft subgrade layer – Physical modeling7
Short- and long-term behavior of EPS geofoam in reduction of lateral earth pressure on rigid retaining wall subjected to surcharge loading7
Exploring the influence of size-related factors on geocell-reinforced soil response using coupled continuum-discontinuum analysis7
Seismic response and mitigation measures for T shape retaining wall in liquefiable site7
Long-term performance of polyethylene geomembranes to contain brine7
Laboratory evaluation of wicking geotextile for moisture reduction in silty sands at different fines contents7
Mechanism of air-boosting and its effects on vacuum consolidation7
Application of the digital image correlation technique in wide width tensile test of geogrids7
Performance evaluation of geocell-reinforced pavements overlying black cotton soil7
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