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 2021-05-01 to 2025-05-01.)
ArticleCitations
Editorial Board126
Bearing capacity of strip footings in unsaturated soils reinforced with layered geogrid sheets using upper bound method108
Three-dimensional finite element analysis of geosynthetic-reinforced soil walls with turning corners67
Editorial Board54
Determination of shear stress-shear strain behavior of polymeric geostrip reinforced MSE wall53
Long-term durability of two HDPE geomembranes formulated with polyethylene of raised temperature resistance (PE-RT)50
Stress-strain behavior of geotextile: A proposed new indirect calculation using the static puncture test (CBR test)42
Field tests on partially geotextile encased stone column-supported embankment over silty clay41
Electroosmosis of gold tailings under multiple electrokinetic geosynthetics electrodes38
Axisymmetric finite strain consolidation model for soft soil consolidation with vertical drains under combined loading considering creep and non-Darcy flow38
Parameters affecting performance of fully instrumented model testing of strip footings on geocell-reinforced soils37
Geogrid reinforcement of ballasted railway superstructure for stabilization of the railway track geometry – A case study35
Coupled effect of UV ageing and temperature on the diffusive transport of aqueous, vapour and gaseous phase organic contaminants through HDPE geomembrane34
Editorial Board33
Investigation of soil arching in GRPS embankments under localized loading: Multi-span spring-based trapdoor model test33
A simplified model for the analysis of piled embankments considering arching and subsoil consolidation32
Full-scale accelerated testing of geogrid-reinforced inverted pavements32
Theoretical and experimental studies on air-inflated rubber dam anchored on sidewall of the rigid base32
Evaluation of arched EPS block and geocell inclusions in trench backfill for protection of buried flexible pipes31
Research on the aging mechanism of polypropylene nonwoven geotextiles under simulated heavy metal aging scenarios30
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to aggressive solid waste leachates30
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, (29
Pullout behavior of a bearing polymeric strap under monotonic and cyclic tensile loads29
Experimental and numerical investigations on buffer performance of geofoam subjected by the impact of falling rocks with respect to different shapes29
Shaking table tests on the influence of geosynthetic encasement stiffness on the shear reinforcement effect of GESC composite foundation29
Hydraulic design of granular and geocomposite drainage layers in pavements based on demand-capacity modeling29
Large scale soft ground consolidation using electrokinetic geosynthetics29
Laudatio for Editor-in-Chief R. Kerry Rowe29
Mechanical property and deformation behavior of geogrid reinforced calcareous sand29
A new apparatus for the study of pullout behaviour of soil-geosynthetic interfaces under sustained load over time29
Effect of prehydration, permeant, and desiccation on GCL/Geomembrane interface transmissivity28
Editorial Board28
Deformation of model reinforced soil structures: Comparison of theoretical and experimental results28
Editorial Board28
Field test of geosynthetic-reinforced floating pile-supported embankments on soft soil28
Field behavior of a GRS bridge approach retaining wall on highly compressible foundation soils28
Analytical assessment of pullout capacity of reinforcements in unsaturated soils27
Experimental and theoretical studies on deformation characteristics of Geosynthetic-Reinforced Soil (GRS) abutments induced by vertical loads26
Editorial Board26
Numerical investigation of the tensile behaviors of needle-punched nonwoven geotextiles26
Vibration response of machine foundations protected by use of adjacent multi-layer geocells26
Dynamic response of Mechanically Stabilised Earth (MSE) structures: A numerical study25
Influence of asphalt thickness on performance of geosynthetic-reinforced asphalt: Full-scale field study25
A theoretical strain transfer model between optical fiber sensors and monitored substrates25
Implications of single and double liners on the impact of PFOA in landfills on an underlying aquifer25
Experimental study of a 3D printed geogrid embedded with FBG sensor for reinforcement of subgrade with underlying cave24
A comparison of shear stress estimation methods for a single geobag on a rough bed24
Influence of polymer enhancement on water uptake, retention and barrier performance of geosynthetic clay liners24
Dynamic response and damage of pile-geogrid composite reinforced high-speed railway subgrade under seismic actions24
Numerical modelling of reinforced fill over a void considering rate-dependent stiffness of the reinforcement24
Application of the non-linear three-component model for simulating accelerated creep behavior of polymer-alloy geocell sheets24
Analytical method for quantifying performance of wicking geosynthetic stabilized roadway24
Research on the protection of expansive soil slopes under heavy rainfall by anchor-reinforced vegetation systems24
Reinforcement effect and mechanism analysis of dredged sludge treated by alternating prefabricated radiant drain vacuum preloading method24
Effect of temperature on critical strength of geosynthetic clay liner / textured geomembrane composite systems24
Filtration performance of non- woven geotextiles with internally-stable and -unstable soils under dynamic loading24
Centrifuge model tests on performance of MSE walls with different facing types23
A new large-scale shear apparatus for testing geosynthetics-soil interfaces incorporating thermal condition23
A simplified analysis of a configuration of geosynthetic reinforcement in GRPS embankments23
Electro-mechanical behaviour of graphene-based geotextiles for pavement health monitoring23
Land reclamation using the horizontal drainage enhanced geotextile sheet method22
Fate and transport of particle matter during GEOTextile tube dewatering of a dioxin and furan (PCDD/F) contaminated sediment22
Analysis of cyclic shear characteristics of reinforced soil interfaces under cyclic loading and unloading22
Influence of geogrid reinforcement on the cracking characteristics of expansive soils: A laboratory study22
Behavior of surface loaded clay foundation reinforced by GESCs with lateral geosynthetic cushion under freeze-thaw cycles22
Particle shape effects on the cyclic shear behaviour of the soil–geogrid interface22
Geosynthetic-reinforced soils above voids: Observation and prediction of soil arching21
Experimental study on the effect of temperature on HDPE geomembrane/geotextile interface shear characteristics21
Editorial Board21
A large-size model test study on the consolidation effect of construction waste slurry under self-weight and bottom vacuum preloading21
Effect of unequal biaxial tensile strains on the filtration behaviour of continuous filament needle-punched nonwoven geotextiles21
A simplified method for assessing the serviceability performance of geosynthetic reinforced and pile-supported embankment21
Characteristic pore size of nonwoven geotextiles based on low-field nuclear magnetic resonance technology21
New geocell utilisation as a pipe uplifting countermeasure and its validation using model experiments20
Modified method for predicting lateral displacement of PVD-improved ground under combined vacuum and surcharge loading20
Evaluating wettability of geotextiles with contact angles20
Effect of gas-oil contamination on the mechanical behavior of sand-woven geotextile interface: Experimental investigation and constitutive modeling19
Seismic bearing capacity of strip footings placed on reinforced soil slopes using slip line method19
Pullout testing and Particle Image Velocimetry (PIV) analysis of geogrid reinforcement embedded in granular drainage layers19
Effect of backfilling surface settlement trough on waste cover leakage19
A rigorous numerical formulation for upper bound analysis of reinforced soils using second order cone programming18
Centrifuge investigation on behavior of geosynthetic-encased stone column supported embankment under freeze-thaw cycles18
Numerical analysis of a double layer rubber dam18
Experimental study on the L-shaped anchorage capacity of the geogrid by the pullout test18
Shear strength of HDPE smooth geomembrane/bentonite-polymer geosynthetic clay liner interface18
Effect of geogrid reinforcement on the load transfer in pile-supported embankment under cyclic loading18
Influence of secondary reinforcements on the behavior of geosynthetic reinforced soil walls18
Clogging effect of prefabricated horizontal drains in dredged soil by air booster vacuum consolidation18
Failure mechanisms of geosynthetic clay liner and textured geomembrane composite systems18
Comparison and evaluation of analytical models for the design of geosynthetic-reinforced and pile-supported embankments17
Novel soil-pegged geogrid (PG) interactions in pull-out loading conditions17
Design of soilbag-protected slopes in expansive soils17
Effect of geotextile ageing and geomembrane surface roughness on the geomembrane-geotextile interfaces for heap leaching applications16
Behavior of geosynthetic-encased stone column reinforced foundation under freeze-thaw cycles16
Analyzing the influence of facing batter on reinforcement loads of reinforced soil walls under working stress conditions16
Editorial Board16
Experimental evaluation of the performance of a geotextile for a pressure-grouted soil nail16
Reply to discussion by Mirmoradi on “Physical and numerical modelling of strip footing on geogrid reinforced transparent sand”16
Effect of subgrade on leakage through a defective geomembrane seam below saturated tailings15
Centrifuge shaking table tests on tiered reinforced soil retaining walls subjected to the excitations of near-field ground motions15
Discussion: “Physical and numerical modelling of strip footing on geogrid reinforced transparent sand” By Jianfeng Chen, Xiaopeng Guo, Rui Sun, Sathiyamoorthy Rajesh, Song Jiang, Jianfeng Xue, J. Geot15
Effects of chemical precipitation on the permeability of geotextile envelopes for subsurface drainage systems in arid areas15
The role of geosynthetics in reducing the fluidisation potential of soft subgrade under cyclic loading15
DIA of centrifuge model tests on geogrid reinforced soil walls with low-permeable backfills subjected to rainfall15
Dynamic shear behavior of GMB/CCL interface under cyclic loading15
Introduction to a novel geotextile tube connection construction method: A case study of test site and field application15
Application of EPS geofoam in rockfall galleries: Insights from large-scale experiments and FDEM simulations15
Experimental investigation on electro-osmotic treatment combined with vacuum preloading for marine clay15
Water retention curves of a geosynthetic clay liner under non-uniform temperature-stress paths15
Permeability prediction in geotextile envelope after chemical clogging: a coupled model15
An analytical solution for the settlement of encased stone columns beneath rigid footings15
Three-dimensional physical modeling of load transfer in basal reinforced embankments under differential settlement15
Role of particle shape on the shear strength of sand-GCL interfaces under dry and wet conditions15
Experimental evaluation of geosynthetic-modular block connection loads14
Assessing the importance of drainage layers over geomembrane liners within engineered cover systems: Seven years of field monitoring at three mine waste rock piles14
Experimental investigation of the geometry of geocell on the performance of flexible pavement under repeated loading14
Structural damage and shear performance degradation of fiber–lime–soil under freeze–thaw cycling14
A multi-camera based photogrammetric method for three-dimensional full-field displacement measurements of geosynthetics during tensile test14
Editorial14
Model tests of freeze-thaw behavior of geocell-reinforced soils14
Test and DEM study on cyclic hysteresis characteristics of stereoscopic geogrid–soil interface14
Prediction method for lateral displacements of geosynthetic-reinforced soil walls with segmental block facings14
Analytical model and stress behavior of consolidated load bearing geotextile tubes14
Investigating factors influencing polymer elution and the mechanism controlling the chemical compatibility of GCLs containing linear polymers14
Seismic time-history analysis of block-faced reinforced-soil retaining wall based on pseudo-dynamic method13
An approximate solution of consolidation for double-layered ground with different smear radii by vertical drains13
Uncertainties in determining the responses of reinforced flexible pavements using in-situ tests13
Self-healing capacity of GCLs under simulated field conditions13
Responses of single and group piles within MSE walls under static and cyclic lateral loads13
Discussion on “Lifetime assessment of exposed PVC-P geomembranes installed on Italian dams” by D. Cazzuffi and D. Gioffrè13
Effects of bag characteristics and channel side slope on incipient motion of a single Geobag under river current loading13
Special issue “Digital imaging techniques in geosynthetic applications”13
Optimum tack coat rate for different asphalt geosynthetic interlayers to achieve optimum shear bond strength13
Use of geosynthetic clay liner as a remedial measure of claystone degradation in Lam Ta Khong hydropower plant13
Numerical modeling of geosynthetic reinforced soil retaining walls with different toe restraint conditions13
A preliminary study of the application of the strain-self-sensing smart geogrid rib in expansive soils13
Field study and numerical modelling for a road embankment built on soft soil improved with concrete injected columns and geosynthetics reinforced platform13
Effect of a lateral drainage layer on leakage through a defect in a geomembrane overlain by saturated tailings12
Investigation on the static performance of geogrid reinforced aeolian sand railway embankment: Field test and discrete element simulation12
Effect of chemical additives on the consolidation behaviours of mini-PVD unit cells –from macro to micro12
Creep behavior and viscoelastic-plastic models for polymer-blend HDPE geocell sheets based on the stepped isothermal method12
Assessment of geomembrane strain from pond liner bubbles12
Experimental study on uplift behavior of shallow anchor plates in geogrid-reinforced soil12
Effect of fabric structure on in-plane and through-plane hydraulic properties of nonwoven geotextiles12
Linear viscoelastic behaviours of bituminous mixtures and fiberglass geogrids interfaces12
Influence of bio-clogging on permeability characteristics of soil12
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to coal combustion product leachates11
Working mechanism of a new wicking geotextile in roadway applications: A numerical study11
Numerical modeling of floating geosynthetic-encased stone column–supported embankments with basal reinforcement11
Performance enhancement of encased stone column with conductive natural geotextile under k0 stress condition11
Rational design method for bituminous pavements reinforced by geogrid11
Pullout resistance of geogrid and steel reinforcement embedded in lightweight cellular concrete backfill11
New simple method for calculating large-strain consolidation settlement of layered soft soils with horizontal drains and vacuum preloading with comparison to test data11
Two-dimensional consolidation analysis of geotextile tubes filled with fine-grained material11
Sand-geogrid interfacial shear response revisited through additive manufacturing11
Shear strength behavior of clayey soil reinforced with polypropylene fibers under drained and undrained conditions11
Hydraulic conductivity and multi-scale pore structure of polymer-enhanced geosynthetic clay liners permeated with bauxite liquors11
Macro-microscopic mechanical behavior of geogrid reinforced calcareous sand subjected to triaxial loads: Effects of aperture size and tensile resistance11
Hydraulic conductivity requirement of granular and geotextile filter for internally stable soils11
Modifying ASTM E96 to assess water vapour transmission rates of geomembranes at high temperatures10
Observations from opening of a novel geotextile tube connection in field test site10
Seismic performances of the wrapped retaining wall backfilled with polypropylene fiber reinforced rubber-sand mixture10
A novel two-layer composite geomembrane lining structure to mitigate frost damage in cold-region canals: Model test and numerical simulation10
Probabilistic stability analysis of geosynthetic-reinforced slopes under pseudo-static and modified pseudo-dynamic conditions10
Pullout behavior of geosynthetic reinforcement in biocemented soils10
Unveiling the reinforcement benefits of innovative textured geogrids10
Effect of wet-dry cycles on standard & polymer-amended GCLs in covers subjected to flow over the GCL10
Quantitative assessment of the shoreline protection performance of geotextile sandbags at an in-situ coastal experimental station10
Performance of two-tiered reinforced-soil retaining walls under strip footing load10
Static stability analysis of geocell-reinforced slopes10
Nonlinear creep consolidation of vertical drain-improved soft ground with time-dependent permeable boundary under linearly construction load9
Physical model studies on damage and stability analysis of breakwaters armoured with geotextile sand containers9
Enhanced drainage performance of PVF-wicking geosynthetics: Development and experimental assessment9
Liquefaction and post-liquefaction resistance of sand reinforced with recycled geofibre9
Microstructure characteristics of nonwoven geotextiles using SEM and CT methods9
Case study and numerical simulation of PVD improved soft Bangkok clay with surcharge and vacuum preloading using a modified air-water separation system9
Modified axial pullout resistance factors of geogrids embedded in pond ash9
Seismic analysis of geosynthetic-reinforced soil walls in tiered configuration9
Novel technique to mitigate the earthquake-induced damage of rubble mound breakwater9
Two-dimensional soil arching evolution in geosynthetic-reinforced pile-supported embankments over voids9
Freeze-thaw impacts on geocell-stabilized bases considering effects of water supply and compaction9
Centrifuge modeling on the effect of mechanical connection on the dynamic performance of narrow geosynthetic reinforced soil wall9
A simple unified stress-strain model for geotextile-wrapped soils9
Cyclic shear behavior of GMB/GCL composite liner8
Characterisation of geomembrane and geotextile interface short-term creep behaviour in a dry condition8
Long-term performance of polyethylene geomembranes to contain brine8
Shear strength characteristics of geosynthetic reinforced rubber-sand mixtures8
Application of the digital image correlation technique in wide width tensile test of geogrids8
Reliability analysis of geosynthetic-reinforced slopes under rainfall infiltration8
A large-scale shaking table model test for acceleration and deformation response of geosynthetic encased stone column composite ground8
Characteristics of electro-osmosis consolidation and resistivity evolution in soft clay reinforced with recycled carbon fibers8
Method for calculating horizontal drain induced non-linear and large strain degree of consolidation8
Interlayer bonding characterization of interfaces reinforced with geocomposites in field applications8
Verification of unified effective stress theory based on the effect of moisture on mechanical properties of fiber reinforced unsaturated soil8
Predictive model for the interface bond strength of geosynthetic-reinforced asphalt layers8
Interface shear creep behavior between the nonwoven geotextile and the geomembrane pre/post peak strength8
Influence of micro and macroroughness of geomembrane surfaces on soil-geomembrane and geotextile-geomembrane interface strength8
Seismic response and mitigation measures for T shape retaining wall in liquefiable site8
Mechanism of air-boosting and its effects on vacuum consolidation8
New theoretical solution for soft soil consolidation under vacuum pressure via horizontal drainage enhanced geotextile sheets7
Shaking table tests on polymeric-strip reinforced-soil walls adjacent to a rock slope7
Exploring the influence of size-related factors on geocell-reinforced soil response using coupled continuum-discontinuum analysis7
Editorial Board7
Effect of elevated temperatures on the degradation behaviour of elastomeric bituminous geomembranes7
Laboratory evaluation of wicking geotextile for moisture reduction in silty sands at different fines contents7
Full-scale model tests of load transfer in geogrid-reinforced and floating pile-supported embankments7
Analytical solution on vacuum consolidation of dredged slurry considering clogging effects7
DIC assessment of foundation soil response for different reinforcement between base and soft subgrade layer – Physical modeling7
Effective stiffness matrix calculation of geocell layer and reinforcement mechanism analysis of geocell reinforced embankment7
Short- and long-term behavior of EPS geofoam in reduction of lateral earth pressure on rigid retaining wall subjected to surcharge loading7
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