Geotextiles and Geomembranes

Papers
(The median citation count of Geotextiles and Geomembranes is 6. 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 2021-04-01 to 2025-04-01.)
ArticleCitations
Editorial Board124
Editorial Board106
An approximate solution of consolidation for double-layered ground with different smear radii by vertical drains62
A large-size model test study on the consolidation effect of construction waste slurry under self-weight and bottom vacuum preloading61
Short- and long-term behavior of EPS geofoam in reduction of lateral earth pressure on rigid retaining wall subjected to surcharge loading57
Performance issues of barrier systems for landfills: A review53
Pullout testing and Particle Image Velocimetry (PIV) analysis of geogrid reinforcement embedded in granular drainage layers53
Editorial Board48
Editorial Board42
New theoretical solution for soft soil consolidation under vacuum pressure via horizontal drainage enhanced geotextile sheets40
Long-term durability of two HDPE geomembranes formulated with polyethylene of raised temperature resistance (PE-RT)38
Effect of chemical additives on the consolidation behaviours of mini-PVD unit cells –from macro to micro36
Optimum tack coat rate for different asphalt geosynthetic interlayers to achieve optimum shear bond strength36
Parameters affecting performance of fully instrumented model testing of strip footings on geocell-reinforced soils35
Seismic time-history analysis of block-faced reinforced-soil retaining wall based on pseudo-dynamic method34
Assessment of pegged geogrid (PG) pullout performance in coarse-grained soils using PIV analysis34
Effect of elevated temperatures on the degradation behaviour of elastomeric bituminous geomembranes33
Editorial Board32
Editorial Board32
Discussion on “Lifetime assessment of exposed PVC-P geomembranes installed on Italian dams” by D. Cazzuffi and D. Gioffrè31
Stress-strain behavior of geotextile: A proposed new indirect calculation using the static puncture test (CBR test)30
EDITORIAL: Best papers published in Geotextiles and Geomembranes in 202030
Determination of shear stress-shear strain behavior of polymeric geostrip reinforced MSE wall30
Special issue “Digital imaging techniques in geosynthetic applications”30
Publisher's Note29
DIC assessment of foundation soil response for different reinforcement between base and soft subgrade layer – Physical modeling29
Effects of bag characteristics and channel side slope on incipient motion of a single Geobag under river current loading29
Numerical modeling of geosynthetic reinforced soil retaining walls with different toe restraint conditions28
Shaking table tests on wall-type gravel and rubber drains as a liquefaction countermeasure in silty sand28
Pullout tests on diagonally enhanced geocells embedded in sand to improve load-deformation response subjected to significant planar tensile loads28
Experimental study on uplift behavior of shallow anchor plates in geogrid-reinforced soil28
Combined vacuum and surcharge preloading method to improve lianyungang soft marine clay for embankment widening project: A case28
Interlayer bonding characterization of interfaces reinforced with geocomposites in field applications27
Innovative design of self-adhesive basalt fiber mesh geotextiles for enhanced pavement crack resistance27
A simplified method for assessing the serviceability performance of geosynthetic reinforced and pile-supported embankment27
Full-scale model tests of load transfer in geogrid-reinforced and floating pile-supported embankments27
Effective stiffness matrix calculation of geocell layer and reinforcement mechanism analysis of geocell reinforced embankment26
Fate and transport of particle matter during GEOTextile tube dewatering of a dioxin and furan (PCDD/F) contaminated sediment26
Centrifuge tests on geosynthetic-encased stone column supported embankment on seasonal frozen soil26
Effect of the particle size ratio on macro- and mesoscopic shear characteristics of the geogrid-reinforced rubber and sand mixture interface26
Geosynthetic-reinforced soils above voids: Observation and prediction of soil arching26
Analytical solutions for contaminant diffusion in four-layer sediment-cap system for subaqueous in-situ capping25
Effect of unequal biaxial tensile strains on the filtration behaviour of continuous filament needle-punched nonwoven geotextiles25
Experimental investigation on methane advection and diffusion in geosynthetic clay liners25
Effectiveness of a Geocomposite-PVD system in preventing subgrade instability and fluidisation under cyclic loading24
Assessment of the functionality of geotextile and granular filter systems in hydraulic engineering in case of iron ochre clogging tendency24
Dynamic shear behaviors of textured geomembrane/nonwoven geotextile interface under cyclic loading24
Three-dimensional finite element analysis of geosynthetic-reinforced soil walls with turning corners24
Responses of single and group piles within MSE walls under static and cyclic lateral loads24
Mechanism of air-boosting and its effects on vacuum consolidation24
Investigation of initial hydration and rehydration of geosynthetic clay liners from sandy subgrades via X-ray computed tomography images24
Use of geosynthetic clay liner as a remedial measure of claystone degradation in Lam Ta Khong hydropower plant23
Experimental study on the effect of temperature on HDPE geomembrane/geotextile interface shear characteristics23
Self-healing capacity of GCLs under simulated field conditions23
New geocell utilisation as a pipe uplifting countermeasure and its validation using model experiments23
Bearing capacity of strip footings in unsaturated soils reinforced with layered geogrid sheets using upper bound method23
Application of the digital image correlation technique in wide width tensile test of geogrids23
Shaking table tests on polymeric-strip reinforced-soil walls adjacent to a rock slope22
The effects of porosity, asphalt content and fiberglass incorporation on the tensile strength and resilient modulus of asphalt concrete blends22
Characteristic pore size of nonwoven geotextiles based on low-field nuclear magnetic resonance technology22
Uncertainties in determining the responses of reinforced flexible pavements using in-situ tests22
Influence of bio-clogging on permeability characteristics of soil22
Geosynthetic reinforcement stiffness for analytical and numerical modelling of reinforced soil structures21
Effect of coating optimization on performances of glass fiber geogrid for semi-rigid base asphalt pavement21
Analytical solution on vacuum consolidation of dredged slurry considering clogging effects21
Experimental study on the load bearing behavior of geosynthetic reinforced soil bridge abutments with different facing conditions21
Exploring the influence of size-related factors on geocell-reinforced soil response using coupled continuum-discontinuum analysis21
Modified method for predicting lateral displacement of PVD-improved ground under combined vacuum and surcharge loading21
Experimental and numerical investigation of mechanical strength characteristics of natural fiber retrofitted rammed earth walls21
Evaluating wettability of geotextiles with contact angles20
Geogrid reinforcement of ballasted railway superstructure for stabilization of the railway track geometry – A case study20
A preliminary study of the application of the strain-self-sensing smart geogrid rib in expansive soils20
Field tests on partially geotextile encased stone column-supported embankment over silty clay20
Field study and numerical modelling for a road embankment built on soft soil improved with concrete injected columns and geosynthetics reinforced platform20
Laboratory evaluation of wicking geotextile for moisture reduction in silty sands at different fines contents20
Coupled effect of UV ageing and temperature on the diffusive transport of aqueous, vapour and gaseous phase organic contaminants through HDPE geomembrane20
Electroosmosis of gold tailings under multiple electrokinetic geosynthetics electrodes19
Special issue“Application of geosynthetics in geoenvironmental engineering”19
Axisymmetric finite strain consolidation model for soft soil consolidation with vertical drains under combined loading considering creep and non-Darcy flow19
Investigation on the static performance of geogrid reinforced aeolian sand railway embankment: Field test and discrete element simulation19
EDITORIAL: Best papers published in Geotextiles and Geomembranes in 202219
Editorial Board18
Investigation of soil arching in GRPS embankments under localized loading: Multi-span spring-based trapdoor model test18
Editorial Board18
Experimental evaluation on in-soil water migration reducing performance of restraining moisture geotextile (RMG)18
Effect of fabric structure on in-plane and through-plane hydraulic properties of nonwoven geotextiles17
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to aggressive solid waste leachates17
Editorial Board17
Influence of water to cement ratio on mechanical performance of concrete canvas reinforced with warp-knitted spacer fabric17
Influence of perforation characteristics and geotextile envelopes on the drain pipe17
Centrifuge investigation on behavior of geosynthetic-encased stone column supported embankment under freeze-thaw cycles17
Locating leaks in geomembrane-lined ponds using the electrical leak location method: Case histories16
Case history on failure of geosynthetics-reinforced soil bridge approach retaining walls16
Editorial Board16
Seismic bearing capacity of strip footings placed on reinforced soil slopes using slip line method16
Long-term hydraulic conductivity of bentonite-polymer geosynthetic clay liners16
Tensile behavior of needle-punched nonwoven geotextiles based on in-situ X-ray computed tomography and numerical simulation16
Editorial Board16
Editorial Board16
Effect of backfilling surface settlement trough on waste cover leakage15
New simple method for calculating large-strain consolidation settlement of layered soft soils with horizontal drains and vacuum preloading with comparison to test data15
A model for predicting permeability of geotextile envelope for subsurface drainage after combined clogging in arid areas15
Effect of geotextiles with different masses per unit area on water loss and cracking under bottom water loss soil conditions15
EDITORIAL: Best papers published in Geotextiles and Geomembranes in 202315
Consolidation considering increasing soil column radius for dredged slurries improved by vacuum preloading method15
Effect of gas-oil contamination on the mechanical behavior of sand-woven geotextile interface: Experimental investigation and constitutive modeling15
Large-scale experimental and ANN modeling for dynamic interaction between vibrating and statically loaded foundations on geogrid-reinforced soil beds15
Evaluation of arched EPS block and geocell inclusions in trench backfill for protection of buried flexible pipes15
Full-scale testing and monitoring of geosynthetics-stabilized flexible pavement in Alberta, Canada15
Experimental investigation on the accumulated strain of coarse-grained soil reinforced by geogrid under high-cycle cyclic loading15
Reply to the discussion by Giroud on “Lifetime assessment of exposed PVC-P geomembranes installed on Italian dams”15
Effect of a lateral drainage layer on leakage through a defect in a geomembrane overlain by saturated tailings15
Rate-dependent tensile response of Polyvinyl Chloride geomembranes14
Creep behavior and viscoelastic-plastic models for polymer-blend HDPE geocell sheets based on the stepped isothermal method14
A simplified model for the analysis of piled embankments considering arching and subsoil consolidation14
Diffusion of volatile organic compounds (VOCs) through elastomeric bituminous geomembranes (BGMs)14
Effect of geogrid reinforcement on the load transfer in pile-supported embankment under cyclic loading14
Effect of armour unit layers and placement mode in the determination of stability of geotextile sand container (GSC) breakwaters14
Experimental study of PVD-improved dredged soil with vacuum preloading and air pressure14
Experimental study on a geosynthetics isolator for the base vibration isolation of buildings neighboring metro transportation14
Clogging effect of prefabricated horizontal drains in dredged soil by air booster vacuum consolidation14
Laboratory investigation of GCL hydration from Lateritic subsoils14
Reinforcement load in geosynthetic-reinforced pile-supported model embankments14
Assessment of geomembrane strain from pond liner bubbles14
Semi-analytical solution for two-dimensional electro-osmotic consolidation of double-layered soil13
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to coal combustion product leachates13
Numerical analysis of a double layer rubber dam13
Pullout resistance of geogrid and steel reinforcement embedded in lightweight cellular concrete backfill13
Influence of secondary reinforcements on the behavior of geosynthetic reinforced soil walls13
Investigation of load transfer mechanisms in reinforced cohesive soil embankments in case of subsidence using DEM13
Coupled consolidation via vertical drains in unsaturated soils induced by time-varying loading based on continuous permeable boundary13
The influence of geosynthetic reinforcement on the mechanical behaviour of soil-pipe systems13
Numerical investigation of reinforcement pullout resistance effects on behavior of geosynthetic-reinforced soil (GRS) piers13
Stability assessment of 3D reinforced soil structures under steady unsaturated infiltration13
Shear strength behavior of clayey soil reinforced with polypropylene fibers under drained and undrained conditions12
Influence of uncertainty in geosynthetic stiffness on deterministic and probabilistic analyses using analytical solutions for three reinforced soil problems12
Creep rupture behaviour of elastomeric bituminous geomembrane seams12
Full-scale accelerated testing of geogrid-reinforced inverted pavements12
Working mechanism of a new wicking geotextile in roadway applications: A numerical study12
Failure mechanisms of geosynthetic clay liner and textured geomembrane composite systems12
Hydraulic conductivity and multi-scale pore structure of polymer-enhanced geosynthetic clay liners permeated with bauxite liquors12
Theoretical and experimental studies on air-inflated rubber dam anchored on sidewall of the rigid base12
Numerical study of strain development in high-density polyethylene geomembrane liner system in landfills using a new constitutive model for municipal solid waste12
Microstructural characteristics and prediction of hydraulic properties of geotextile envelopes via image analysis and pore network modeling12
Linear viscoelastic behaviours of bituminous mixtures and fiberglass geogrids interfaces12
Performance of eccentrically loaded strip footings on geocell-reinforced soil11
Rational design method for bituminous pavements reinforced by geogrid11
Centrifuge modeling of geosynthetic-reinforced soil retaining walls subjected to the combined effect of earthquakes and rainfall11
Seismic performances of the wrapped retaining wall backfilled with polypropylene fiber reinforced rubber-sand mixture11
Influence of geosynthetic stiffness on bearing capacity of strip footings seated on thin reinforced granular layers over undrained soft clay11
Sand-geogrid interfacial shear response revisited through additive manufacturing11
Editorial Board11
Field evaluation of moisture-suction regime and modulus of geosynthetic-reinforced soil wall with geo-composite side-drain11
Experimental study on the L-shaped anchorage capacity of the geogrid by the pullout test11
Mechanical property and deformation behavior of geogrid reinforced calcareous sand11
Analytical model of three-dimensional concentric ellipsoidal soil arching in geosynthetic-reinforced pile-supported embankments11
Mitigation of seasonal temperature change-induced problems with integral bridge abutments using EPS foam and geogrid11
Performance improvement of ballasted railway tracks using three-dimensional cellular geoinclusions10
Hydrodynamic assessment of bentonite granule size and granule swelling on hydraulic conductivity of geosynthetic clay liners10
Novel soil-pegged geogrid (PG) interactions in pull-out loading conditions10
Design of soilbag-protected slopes in expansive soils10
Probabilistic analyses of geosynthetic-reinforced pile-supported embankments using design methods and 3D finite element models considering soil variability10
Pullout behaviour of polymeric strips embedded in mixed recycled aggregate (MRA) from construction & demolition (C&D) waste – Effect of type of fill and compaction10
Long-term Performance of Conductive-backed multilayered HDPE Geomembranes10
Evaluation of geosynthetic reinforcement in unpaved road using moving wheel load test10
Numerical modeling of floating geosynthetic-encased stone column–supported embankments with basal reinforcement10
Research on the aging mechanism of polypropylene nonwoven geotextiles under simulated heavy metal aging scenarios10
Quantification of geogrid lateral restraint using transparent sand and deep learning-based image segmentation10
Shear strength of HDPE smooth geomembrane/bentonite-polymer geosynthetic clay liner interface10
Model test study on the protection of expansive soil slope with polymer waterproof coating10
A fast and precise methodology of creep master curve construction for geosynthetics based on stepped isothermal method (SIM)10
An analytical solution for contaminant extraction from multilayered soil using PVD-enhanced system10
Experimental and numerical investigations on buffer performance of geofoam subjected by the impact of falling rocks with respect to different shapes9
Experimental study on the permeability and self-healing capacity of geosynthetic clay liners in heavy metal solutions9
Model test of clogging effects on composite foundation of geosynthetic-encased steel slag column9
A rigorous numerical formulation for upper bound analysis of reinforced soils using second order cone programming9
Combined influence of subsoil water content and mass per unit area on cation exchange behavior of geosynthetic clay liners9
A general solution for leakage through geomembrane defects overlain by saturated tailings and underlain by highly permeable subgrade9
Macro-microscopic mechanical behavior of geogrid reinforced calcareous sand subjected to triaxial loads: Effects of aperture size and tensile resistance9
Hydraulic and physicochemical properties of dense thin bentonite layers permeated with variably mixed alkaline solutions of KOH and CaCl2 at various temperatures (25–75 °C) for 3 years9
Two-dimensional consolidation analysis of geotextile tubes filled with fine-grained material9
A DEM analysis of geomembrane-lined landfill subject to vertical loading9
Morphological insights into the liquefaction and post-liquefaction response of sands with geotextile inclusions using drained constant volume simple shear tests9
Effect of basal reinforcement on performance of floating geosynthetic encased stone column-supported embankment8
Editorial Board8
Liquefaction and reliquefaction mitigation of sand specimen treated with prefabricated vertical drains: An experimental investigation8
A quasi-2D exploration of optimum design settings for geotextile-reinforced sand in assistance with PIV analysis of failure mechanism8
Load-bearing performance of model GRS bridge abutments with different facing and reinforcement spacing configurations8
Vibration response of closely spaced footings protected by use of rubber sheet: An in-situ investigation8
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, (8
Effect of geosynthetic component characteristics on the potential for GCL internal erosion8
Dynamic response characteristics of shaking table model tests on the gabion reinforced retaining wall slope under seismic action8
Multi-scale behaviour of sand-geosynthetic interactions considering particle size effects8
Effect of pressurization frequency and duration on the consolidation of a dredged soil using air booster vacuum preloading combined with prefabricated horizontal drains8
Comparison and evaluation of analytical models for the design of geosynthetic-reinforced and pile-supported embankments7
Critical length of encased stone columns7
Shaking table study on seismic behavior of MSE wall with inclined backfill soils reinforced by polymeric geostrips7
Evaluation of back-calculated elastic moduli of unreinforced and geocell-reinforced unbound granular material from full-scale field tests7
Experimental evaluation of wicking geotextile-stabilized aggregate bases over subgrade under rainfall simulation and cyclic loading7
Evaluating the mechanisms and performance of Geosynthetic-Reinforced Load Transfer Platform of pile-supported embankments design methods7
Shaking table tests on the influence of geosynthetic encasement stiffness on the shear reinforcement effect of GESC composite foundation7
Large scale soft ground consolidation using electrokinetic geosynthetics7
A new apparatus for the study of pullout behaviour of soil-geosynthetic interfaces under sustained load over time7
Hydraulic conductivity requirement of granular and geotextile filter for internally stable soils7
Performance enhancement of encased stone column with conductive natural geotextile under k0 stress condition7
Numerical investigation on hydraulic and gas flow response of MSW landfill cover system comprising a geosynthetic clay liner under arid climatic conditions7
Experimental study on the load bearing behavior of geosynthetic reinforced soil bridge abutments on yielding foundation7
Laudatio for Editor-in-Chief R. Kerry Rowe6
Centrifuge model tests on the deformation behavior of geosynthetic-encased stone column supported embankment under undrained condition6
Performance of unreinforced and geogrid-reinforced pile-supported embankments under localized surface loading: Analytical investigation6
Microscale analysis of geomembrane–geotextile interface cyclic shear behavior using DEM6
Nonlinear consolidation analysis of soft soil with vertical drains considering well resistance and smear effect under cyclic loadings6
Editorial Board6
Unveiling the reinforcement benefits of innovative textured geogrids6
Editorial Board6
Editorial Board6
Analytical solution for calculation of pull out force-deformation of geosynthetics reinforcing unsaturated soils6
Field behavior of a GRS bridge approach retaining wall on highly compressible foundation soils6
Corrigendum to “Seismic response and mitigation measures for T shape retaining wall in liquefiable site” [Geotext. Geomembranes. 53(1), (2025) 331–349]6
A novel two-layer composite geomembrane lining structure to mitigate frost damage in cold-region canals: Model test and numerical simulation6
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