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 2022-08-01 to 2026-08-01.)
ArticleCitations
Editorial Board95
Axisymmetric finite strain consolidation model for soft soil consolidation with vertical drains under combined loading considering creep and non-Darcy flow50
Bearing capacity of strip footings in unsaturated soils reinforced with layered geogrid sheets using upper bound method50
Coupled effect of UV ageing and temperature on the diffusive transport of aqueous, vapour and gaseous phase organic contaminants through HDPE geomembrane50
Cold temperature behaviour of polyethylene geomembranes50
Parameters affecting performance of fully instrumented model testing of strip footings on geocell-reinforced soils49
Geogrid reinforcement of ballasted railway superstructure for stabilization of the railway track geometry – A case study49
Determination of shear stress-shear strain behavior of polymeric geostrip reinforced MSE wall48
Centrifuge modelling of EPS geofoam behind integral bridge abutments47
Long-term durability of two HDPE geomembranes formulated with polyethylene of raised temperature resistance (PE-RT)45
Electroosmosis of gold tailings under multiple electrokinetic geosynthetics electrodes43
Estimation of the carbon sequestration potential of ecological retaining structures: A comparative study41
Field tests on partially geotextile encased stone column-supported embankment over silty clay41
Investigation on relationship of geogrid strain and settlement in the GRPS embankment under cyclic loading41
Editorial Board40
Full-scale accelerated testing of geogrid-reinforced inverted pavements40
Theoretical and experimental studies on air-inflated rubber dam anchored on sidewall of the rigid base40
Effects of fiber and particle shape on the critical state line39
Filtration characteristics and mechanism of geotextile filters under cyclic flow38
Effect of temperature on the long-term interaction mechanism between geogrid and backfill36
Investigation of soil arching in GRPS embankments under localized loading: Multi-span spring-based trapdoor model test36
Improving the geotextile filter design criteria for internally unstable cohesionless soils35
Evaluation of arched EPS block and geocell inclusions in trench backfill for protection of buried flexible pipes35
Centrifuge modeling on the geosynthetic-reinforced soil (GRS) abutments with different combinations of reinforcement spacing and tensile stiffness34
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 study34
Mechanical property and deformation behavior of geogrid reinforced calcareous sand33
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to aggressive solid waste leachates33
Shaking table tests on the influence of geosynthetic encasement stiffness on the shear reinforcement effect of GESC composite foundation33
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 conditions32
Experimental and numerical investigations on buffer performance of geofoam subjected by the impact of falling rocks with respect to different shapes32
Deformation and load transfer of pile-supported foundation reinforced with soilbags raft cushion31
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
Research on the aging mechanism of polypropylene nonwoven geotextiles under simulated heavy metal aging scenarios30
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
Editorial Board29
Experimental and theoretical studies on deformation characteristics of Geosynthetic-Reinforced Soil (GRS) abutments induced by vertical loads28
Editorial Board28
Pullout behavior of a bearing polymeric strap under monotonic and cyclic tensile loads27
Hydraulic design of granular and geocomposite drainage layers in pavements based on demand-capacity modeling27
Field test of geosynthetic-reinforced floating pile-supported embankments on soft soil26
Use of soilbags to protect flexible pipes against repeated load effects26
Vibration response of machine foundations protected by use of adjacent multi-layer geocells26
Energy analysis of geomembrane wrinkling caused by temperature rise26
Analytical assessment of pullout capacity of reinforcements in unsaturated soils26
Field behavior of a GRS bridge approach retaining wall on highly compressible foundation soils26
A simple 3D orthotropic model for the tensile response of geogrids: In-isolation and soil–geogrid interaction applications25
Effect of temperature on critical strength of geosynthetic clay liner / textured geomembrane composite systems24
Numerical modelling of reinforced fill over a void considering rate-dependent stiffness of the reinforcement24
Dynamic response of Mechanically Stabilised Earth (MSE) structures: A numerical study24
Influence of asphalt thickness on performance of geosynthetic-reinforced asphalt: Full-scale field study24
Research on the protection of expansive soil slopes under heavy rainfall by anchor-reinforced vegetation systems23
Implications of single and double liners on the impact of PFOA in landfills on an underlying aquifer23
Reinforcement effect and mechanism analysis of dredged sludge treated by alternating prefabricated radiant drain vacuum preloading method23
Experimental study of a 3D printed geogrid embedded with FBG sensor for reinforcement of subgrade with underlying cave23
Application of the non-linear three-component model for simulating accelerated creep behavior of polymer-alloy geocell sheets23
Geogrid stabilization effectiveness – Comprehensive assessment through multiscale experiments with bender element sensor technology22
Large-scale field experiment on vibration screening characteristics of continuous panel-based geofoam-infilled wave barrier22
A new large-scale shear apparatus for testing geosynthetics-soil interfaces incorporating thermal condition22
Numerical investigation of the tensile behaviors of needle-punched nonwoven geotextiles22
Influence of polymer enhancement on water uptake, retention and barrier performance of geosynthetic clay liners22
A comparison of shear stress estimation methods for a single geobag on a rough bed22
Analytical method for quantifying performance of wicking geosynthetic stabilized roadway21
Editorial Board21
A simplified analysis of a configuration of geosynthetic reinforcement in GRPS embankments21
Behavior of surface loaded clay foundation reinforced by GESCs with lateral geosynthetic cushion under freeze-thaw cycles21
Dynamic response and damage of pile-geogrid composite reinforced high-speed railway subgrade under seismic actions20
Electro-mechanical behaviour of graphene-based geotextiles for pavement health monitoring20
Reinforcement effectiveness of stacked prefabricated vertical drain (S-PVD) vacuum preloading method: A case study20
Centrifuge model tests on performance of MSE walls with different facing types20
Land reclamation using the horizontal drainage enhanced geotextile sheet method19
Leakage of composite cutoff walls through geomembrane joint defects19
Influence of geogrid reinforcement on the cracking characteristics of expansive soils: A laboratory study19
New geocell utilisation as a pipe uplifting countermeasure and its validation using model experiments19
Physical performance of flexible pavement system with and without a Portland-cement-concrete (PCC) slab for geofoam embankments19
Experimental study on the effect of temperature on HDPE geomembrane/geotextile interface shear characteristics19
Effect of gas-oil contamination on the mechanical behavior of sand-woven geotextile interface: Experimental investigation and constitutive modeling18
Pullout testing and Particle Image Velocimetry (PIV) analysis of geogrid reinforcement embedded in granular drainage layers18
Characteristic pore size of nonwoven geotextiles based on low-field nuclear magnetic resonance technology18
Editorial Board18
Modified method for predicting lateral displacement of PVD-improved ground under combined vacuum and surcharge loading18
A large-size model test study on the consolidation effect of construction waste slurry under self-weight and bottom vacuum preloading18
Methods for mitigating effect of apparent clogging in vacuum consolidation and analysis technics – a review18
Evaluating wettability of geotextiles with contact angles18
Predicting long-term stress relaxation of geogrids using time–temperature superposition and the nonlinear three-component model18
A simplified method for assessing the serviceability performance of geosynthetic reinforced and pile-supported embankment18
Seismic bearing capacity of strip footings placed on reinforced soil slopes using slip line method17
Influence of secondary reinforcements on the behavior of geosynthetic reinforced soil walls17
Effect of geogrid reinforcement on the load transfer in pile-supported embankment under cyclic loading16
Centrifuge investigation on behavior of geosynthetic-encased stone column supported embankment under freeze-thaw cycles16
Shear strength of HDPE smooth geomembrane/bentonite-polymer geosynthetic clay liner interface16
Influence of rainfall and drying periods on the performance of a large-scale segmental GRS wall model built with poorly draining local soil16
Finite-strain modelling of PVD-assisted consolidation in clayey soils using a novel elastic–viscoplastic model with destructuration based on the equivalent time concept16
Effect of backfilling surface settlement trough on waste cover leakage16
Investigation on dewatering and reinforcement of dredged clay treated with SAP and PVD under vacuum preloading16
Static pullout behavior of a geogrid under cyclic normal loading15
Experimental study on shear bond strength and bearing capacity of lightweight cellular concrete fill around plastic pipes15
Analyzing the influence of facing batter on reinforcement loads of reinforced soil walls under working stress conditions15
DIA of centrifuge model tests on geogrid reinforced soil walls with low-permeable backfills subjected to rainfall15
Application of EPS geofoam in rockfall galleries: Insights from large-scale experiments and FDEM simulations15
Novel soil-pegged geogrid (PG) interactions in pull-out loading conditions15
Evaluation of two-layered soils reinforced with 3D printed geogrid models under axisymmetric loading conditions15
Seismic response and mitigation mechanism of cantilever retaining walls with EPS composite soil isolation structures in liquefiable ground15
Prediction method for lateral displacements of geosynthetic-reinforced soil walls with segmental block facings15
Three-dimensional physical modeling of load transfer in basal reinforced embankments under differential settlement15
Comparative numerical analysis of anti-liquefaction in sandy soil reinforced with OSC and GESC under sinusoidal loading15
Behavior of geosynthetic-encased stone column reinforced foundation under freeze-thaw cycles15
Permeability prediction in geotextile envelope after chemical clogging: a coupled model15
An analytical solution for the settlement of encased stone columns beneath rigid footings15
Centrifuge shaking table tests on tiered reinforced soil retaining walls subjected to the excitations of near-field ground motions15
Effect of subgrade on leakage through a defective geomembrane seam below saturated tailings14
Test and DEM study on cyclic hysteresis characteristics of stereoscopic geogrid–soil interface14
Analytical model and stress behavior of consolidated load bearing geotextile tubes14
Drainage performance for clay slopes with wicking tubes in seasonally frozen regions: Experiment and field monitoring14
Experimental evaluation of geosynthetic-modular block connection loads14
Introduction to a novel geotextile tube connection construction method: A case study of test site and field application14
Editorial14
Experimental investigation of the geometry of geocell on the performance of flexible pavement under repeated loading13
Optimum tack coat rate for different asphalt geosynthetic interlayers to achieve optimum shear bond strength13
Numerical modelling of dredged sediment improvement under electrokinetic geosynthetics assisted vacuum preloading combined with electroosmosis13
Influence of geosynthetic encasement on liquefaction-induced deformations of stone column supported embankments13
Structural damage and shear performance degradation of fiber–lime–soil under freeze–thaw cycling13
Effects of bag characteristics and channel side slope on incipient motion of a single Geobag under river current loading13
Numerical modeling of geosynthetic reinforced soil retaining walls with different toe restraint conditions13
Assessing the importance of drainage layers over geomembrane liners within engineered cover systems: Seven years of field monitoring at three mine waste rock piles13
Experimental study on uplift behavior of shallow anchor plates in geogrid-reinforced soil13
An approximate solution of consolidation for double-layered ground with different smear radii by vertical drains13
Special issue “Digital imaging techniques in geosynthetic applications”13
A preliminary study of the application of the strain-self-sensing smart geogrid rib in expansive soils12
Effect of chemical additives on the consolidation behaviours of mini-PVD unit cells –from macro to micro12
Effect of fabric structure on in-plane and through-plane hydraulic properties of nonwoven geotextiles12
Uncertainties in determining the responses of reinforced flexible pavements using in-situ tests12
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
Self-healing capacity of GCLs under simulated field conditions12
Editorial Board12
Editorial Board11
Assessment of geomembrane strain from pond liner bubbles11
Sensing performance and mechanism of flexible sensing-enabled CB-CNT/PDMS geosynthetics for soil deformation monitoring11
Influence of wicking geotextile installation on moisture migration in silt under rainfall infiltration11
Hydraulic conductivity and multi-scale pore structure of polymer-enhanced geosynthetic clay liners permeated with bauxite liquors11
The effect of physical-chemical combined clogging on the area density and permeability of geotextile envelopes for subsurface drainage systems in arid regions11
Creep behavior and viscoelastic-plastic models for polymer-blend HDPE geocell sheets based on the stepped isothermal method11
Numerical modeling of floating geosynthetic-encased stone column–supported embankments with basal reinforcement11
New simple method for calculating large-strain consolidation settlement of layered soft soils with horizontal drains and vacuum preloading with comparison to test data11
Case study: Design optimization and field tests of a large geotextile mat cofferdam combined with steel sheet piles11
Linear viscoelastic behaviours of bituminous mixtures and fiberglass geogrids interfaces11
Effect of a lateral drainage layer on leakage through a defect in a geomembrane overlain by saturated tailings11
Seismic performances of the wrapped retaining wall backfilled with polypropylene fiber reinforced rubber-sand mixture10
Sand-geogrid interfacial shear response revisited through additive manufacturing10
Quantitative assessment of the shoreline protection performance of geotextile sandbags at an in-situ coastal experimental station10
Experimental study on the wicking performance of a wicking geotextile in coarse-grained soils under freezing-thawing actions10
Macro-microscopic mechanical behavior of geogrid reinforced calcareous sand subjected to triaxial loads: Effects of aperture size and tensile resistance10
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
Performance of two-tiered reinforced-soil retaining walls under strip footing load10
Influence of chemical enhancer injection timings on electrokinetic geosynthetics-assisted vacuum preloading combined with electroosmosis for dredged sediments dewatering and heavy metal removal10
A novel two-layer composite geomembrane lining structure to mitigate frost damage in cold-region canals: Model test and numerical simulation9
Beyond Fickian diffusion: Stefan-based modelling of coupled thermo-water vapour transport in geomembranes for pit thermal energy storage liners9
Full-scale field studies on performance evaluation of geogrid reinforced flexible pavements through cyclic plate load tests9
Novel technique to mitigate the earthquake-induced damage of rubble mound breakwater9
Mitigating washboard effect: A study on geocells as soil reinforcement for unpaved roads9
Modifying ASTM E96 to assess water vapour transmission rates of geomembranes at high temperatures9
Observations from opening of a novel geotextile tube connection in field test site9
Seismic damage and energy distribution of pile-geogrid supported high-speed railway subgrade9
Enhanced drainage performance of PVF-wicking geosynthetics: Development and experimental assessment9
Quantification of shear-induced wear development on textured geomembrane-geotextile interfaces9
Unveiling the reinforcement benefits of innovative textured geogrids9
Critical state mechanics-based arching model for pile-supported embankments9
Freeze-thaw impacts on geocell-stabilized bases considering effects of water supply and compaction9
Nonlinear creep consolidation of vertical drain-improved soft ground with time-dependent permeable boundary under linearly construction load8
Editorial Board8
Stress transfer mechanism of ground reinforcement embankments subjected to lateral rockfall impact8
Determination of lateral impact zone under vacuum consolidation method: Field study8
Influence of micro and macroroughness of geomembrane surfaces on soil-geomembrane and geotextile-geomembrane interface strength8
Effect of elevated temperatures on the degradation behaviour of elastomeric bituminous geomembranes8
Seismic response and mitigation measures for T shape retaining wall in liquefiable site8
Centrifuge modeling on the effect of mechanical connection on the dynamic performance of narrow geosynthetic reinforced soil wall8
Effect of the driving process for construction of geotextile-encased columns on the deformation of soft foundation soils8
Predictive model for the interface bond strength of geosynthetic-reinforced asphalt layers8
Reliability analysis of geosynthetic-reinforced slopes under rainfall infiltration8
Evaluating tack coat compatibility and performance of geogrid reinforced asphalt mixtures8
Seismic analysis of geosynthetic-reinforced soil walls in tiered configuration8
Microstructure characteristics of nonwoven geotextiles using SEM and CT methods8
Long-term performance of polyethylene geomembranes to contain brine8
Characteristics of electro-osmosis consolidation and resistivity evolution in soft clay reinforced with recycled carbon fibers8
Interface shear creep behavior between the nonwoven geotextile and the geomembrane pre/post peak strength8
Laboratory evaluation of wicking geotextile for moisture reduction in silty sands at different fines contents8
Performance evaluation of geocell-reinforced pavements overlying black cotton soil7
Short- and long-term behavior of EPS geofoam in reduction of lateral earth pressure on rigid retaining wall subjected to surcharge loading7
Stability prediction of deformed geosynthetic-reinforced-soil bridge abutments using SA–NM–XGBoost model7
Effective stiffness matrix calculation of geocell layer and reinforcement mechanism analysis of geocell reinforced embankment7
Tensile behavior of needle-punched nonwoven geotextiles based on in-situ X-ray computed tomography and numerical simulation7
Laboratory investigation of GCL hydration from Lateritic subsoils7
Consolidation analysis of staged-filled soil slurry with combined grid-horizontal and vertical drains system under vacuum preloading7
Mechanism of air-boosting and its effects on vacuum consolidation7
Exploring the influence of size-related factors on geocell-reinforced soil response using coupled continuum-discontinuum analysis7
Editorial Board7
Editorial Board7
Application of the digital image correlation technique in wide width tensile test of geogrids7
DIC assessment of foundation soil response for different reinforcement between base and soft subgrade layer – Physical modeling7
New theoretical solution for soft soil consolidation under vacuum pressure via horizontal drainage enhanced geotextile sheets7
A model for predicting permeability of geotextile envelope for subsurface drainage after combined clogging in arid areas7
Full-scale model tests of load transfer in geogrid-reinforced and floating pile-supported embankments7
Laboratory validation of seismic damage assessment in reinforced soil models based on sensor-enabled piezoelectric geogrids (SPGG)7
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