Geotextiles and Geomembranes

Article	Citations
Editorial Board	136
Editorial Board	116
Estimation of the carbon sequestration potential of ecological retaining structures: A comparative study	73
Parameters affecting performance of fully instrumented model testing of strip footings on geocell-reinforced soils	58
Electroosmosis of gold tailings under multiple electrokinetic geosynthetics electrodes	53
Determination of shear stress-shear strain behavior of polymeric geostrip reinforced MSE wall	42
Stress-strain behavior of geotextile: A proposed new indirect calculation using the static puncture test (CBR test)	40
Bearing capacity of strip footings in unsaturated soils reinforced with layered geogrid sheets using upper bound method	39
Axisymmetric finite strain consolidation model for soft soil consolidation with vertical drains under combined loading considering creep and non-Darcy flow	37
Long-term durability of two HDPE geomembranes formulated with polyethylene of raised temperature resistance (PE-RT)	37
Editorial Board	34
Geogrid reinforcement of ballasted railway superstructure for stabilization of the railway track geometry – A case study	34
Coupled effect of UV ageing and temperature on the diffusive transport of aqueous, vapour and gaseous phase organic contaminants through HDPE geomembrane	34
Field tests on partially geotextile encased stone column-supported embankment over silty clay	34
Investigation of soil arching in GRPS embankments under localized loading: Multi-span spring-based trapdoor model test	33
Theoretical and experimental studies on air-inflated rubber dam anchored on sidewall of the rigid base	33
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to aggressive solid waste leachates	32
Investigation of geogrid-reinforced unbound granular material behavior using constant radial stiffness triaxial tests	32
A simplified model for the analysis of piled embankments considering arching and subsoil consolidation	32
Evaluation of arched EPS block and geocell inclusions in trench backfill for protection of buried flexible pipes	32
Full-scale accelerated testing of geogrid-reinforced inverted pavements	31
Shaking table tests on the influence of geosynthetic encasement stiffness on the shear reinforcement effect of GESC composite foundation	31
Research on the aging mechanism of polypropylene nonwoven geotextiles under simulated heavy metal aging scenarios	31
Mechanical property and deformation behavior of geogrid reinforced calcareous sand	31
A new apparatus for the study of pullout behaviour of soil-geosynthetic interfaces under sustained load over time	31

Experimental and numerical investigations on buffer performance of geofoam subjected by the impact of falling rocks with respect to different shapes	31
Generation and prediction of defect in HDPE GMB serving as landfill base barrier	30
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 cushion	30
Field behavior of a GRS bridge approach retaining wall on highly compressible foundation soils	29
Editorial Board	29
Laudatio for Editor-in-Chief R. Kerry Rowe	29
Editorial Board	29
Analytical assessment of pullout capacity of reinforcements in unsaturated soils	28
Use of soilbags to protect flexible pipes against repeated load effects	28
Deformation of model reinforced soil structures: Comparison of theoretical and experimental results	28
Effect of prehydration, permeant, and desiccation on GCL/Geomembrane interface transmissivity	28
Vibration response of machine foundations protected by use of adjacent multi-layer geocells	28
Field test of geosynthetic-reinforced floating pile-supported embankments on soft soil	27
Research on the protection of expansive soil slopes under heavy rainfall by anchor-reinforced vegetation systems	27
Experimental and theoretical studies on deformation characteristics of Geosynthetic-Reinforced Soil (GRS) abutments induced by vertical loads	27
A theoretical strain transfer model between optical fiber sensors and monitored substrates	27
Pullout behavior of a bearing polymeric strap under monotonic and cyclic tensile loads	27
Hydraulic design of granular and geocomposite drainage layers in pavements based on demand-capacity modeling	27
Experimental study of a 3D printed geogrid embedded with FBG sensor for reinforcement of subgrade with underlying cave	27
Influence of asphalt thickness on performance of geosynthetic-reinforced asphalt: Full-scale field study	26
A comparison of shear stress estimation methods for a single geobag on a rough bed	26
Application of the non-linear three-component model for simulating accelerated creep behavior of polymer-alloy geocell sheets	26
Effect of temperature on critical strength of geosynthetic clay liner / textured geomembrane composite systems	26
Numerical modelling of reinforced fill over a void considering rate-dependent stiffness of the reinforcement	25
Dynamic response of Mechanically Stabilised Earth (MSE) structures: A numerical study	25
Electro-mechanical behaviour of graphene-based geotextiles for pavement health monitoring	24
Influence of polymer enhancement on water uptake, retention and barrier performance of geosynthetic clay liners	24
Numerical investigation of the tensile behaviors of needle-punched nonwoven geotextiles	24
Implications of single and double liners on the impact of PFOA in landfills on an underlying aquifer	24
Reinforcement effect and mechanism analysis of dredged sludge treated by alternating prefabricated radiant drain vacuum preloading method	24
Dynamic response and damage of pile-geogrid composite reinforced high-speed railway subgrade under seismic actions	23
A simplified analysis of a configuration of geosynthetic reinforcement in GRPS embankments	23
Land reclamation using the horizontal drainage enhanced geotextile sheet method	23
Analytical method for quantifying performance of wicking geosynthetic stabilized roadway	23
Influence of geogrid reinforcement on the cracking characteristics of expansive soils: A laboratory study	23
Behavior of surface loaded clay foundation reinforced by GESCs with lateral geosynthetic cushion under freeze-thaw cycles	22
Analysis of cyclic shear characteristics of reinforced soil interfaces under cyclic loading and unloading	22
Particle shape effects on the cyclic shear behaviour of the soil–geogrid interface	22
Centrifuge model tests on performance of MSE walls with different facing types	22
Filtration performance of non- woven geotextiles with internally-stable and -unstable soils under dynamic loading	22
Editorial Board	21
A simplified method for assessing the serviceability performance of geosynthetic reinforced and pile-supported embankment	21
Characteristic pore size of nonwoven geotextiles based on low-field nuclear magnetic resonance technology	21
A new large-scale shear apparatus for testing geosynthetics-soil interfaces incorporating thermal condition	21
Fate and transport of particle matter during GEOTextile tube dewatering of a dioxin and furan (PCDD/F) contaminated sediment	21
New geocell utilisation as a pipe uplifting countermeasure and its validation using model experiments	20
Pullout testing and Particle Image Velocimetry (PIV) analysis of geogrid reinforcement embedded in granular drainage layers	20
Modified method for predicting lateral displacement of PVD-improved ground under combined vacuum and surcharge loading	20
A large-size model test study on the consolidation effect of construction waste slurry under self-weight and bottom vacuum preloading	20

Experimental study on the effect of temperature on HDPE geomembrane/geotextile interface shear characteristics	19
Centrifuge investigation on behavior of geosynthetic-encased stone column supported embankment under freeze-thaw cycles	19
Evaluating wettability of geotextiles with contact angles	19
Numerical analysis of a double layer rubber dam	18
Effect of backfilling surface settlement trough on waste cover leakage	18
Influence of rainfall and drying periods on the performance of a large-scale segmental GRS wall model built with poorly draining local soil	18
Effect of gas-oil contamination on the mechanical behavior of sand-woven geotextile interface: Experimental investigation and constitutive modeling	18
Editorial Board	18
Clogging effect of prefabricated horizontal drains in dredged soil by air booster vacuum consolidation	18
Seismic bearing capacity of strip footings placed on reinforced soil slopes using slip line method	18
Influence of secondary reinforcements on the behavior of geosynthetic reinforced soil walls	18
Effect of geogrid reinforcement on the load transfer in pile-supported embankment under cyclic loading	18
Novel soil-pegged geogrid (PG) interactions in pull-out loading conditions	17
Reply to discussion by Mirmoradi on “Physical and numerical modelling of strip footing on geogrid reinforced transparent sand”	17
Experimental study on the L-shaped anchorage capacity of the geogrid by the pullout test	17
Design of soilbag-protected slopes in expansive soils	17
Shear strength of HDPE smooth geomembrane/bentonite-polymer geosynthetic clay liner interface	17
Editorial Board	17
A rigorous numerical formulation for upper bound analysis of reinforced soils using second order cone programming	17
Evaluation of two-layered soils reinforced with 3D printed geogrid models under axisymmetric loading conditions	16
Experimental evaluation of the performance of a geotextile for a pressure-grouted soil nail	16
Comparative numerical analysis of anti-liquefaction in sandy soil reinforced with OSC and GESC under sinusoidal loading	16
Effect of geotextile ageing and geomembrane surface roughness on the geomembrane-geotextile interfaces for heap leaching applications	16
Analyzing the influence of facing batter on reinforcement loads of reinforced soil walls under working stress conditions	16
Behavior of geosynthetic-encased stone column reinforced foundation under freeze-thaw cycles	16
A multi-camera based photogrammetric method for three-dimensional full-field displacement measurements of geosynthetics during tensile test	15
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. Geot	15
DIA of centrifuge model tests on geogrid reinforced soil walls with low-permeable backfills subjected to rainfall	15
Centrifuge shaking table tests on tiered reinforced soil retaining walls subjected to the excitations of near-field ground motions	15
Application of EPS geofoam in rockfall galleries: Insights from large-scale experiments and FDEM simulations	15
Effect of subgrade on leakage through a defective geomembrane seam below saturated tailings	15
The role of geosynthetics in reducing the fluidisation potential of soft subgrade under cyclic loading	15
Role of particle shape on the shear strength of sand-GCL interfaces under dry and wet conditions	15
Water retention curves of a geosynthetic clay liner under non-uniform temperature-stress paths	15
Prediction method for lateral displacements of geosynthetic-reinforced soil walls with segmental block facings	14
Effects of chemical precipitation on the permeability of geotextile envelopes for subsurface drainage systems in arid areas	14
Experimental investigation on electro-osmotic treatment combined with vacuum preloading for marine clay	14
Three-dimensional physical modeling of load transfer in basal reinforced embankments under differential settlement	14
Experimental evaluation of geosynthetic-modular block connection loads	14
Editorial	14
Permeability prediction in geotextile envelope after chemical clogging: a coupled model	14
Introduction to a novel geotextile tube connection construction method: A case study of test site and field application	14
An analytical solution for the settlement of encased stone columns beneath rigid footings	14
Test and DEM study on cyclic hysteresis characteristics of stereoscopic geogrid–soil interface	13
Self-healing capacity of GCLs under simulated field conditions	13
Responses of single and group piles within MSE walls under static and cyclic lateral loads	13
Analytical model and stress behavior of consolidated load bearing geotextile tubes	13
Experimental investigation of the geometry of geocell on the performance of flexible pavement under repeated loading	13
Discussion on “Lifetime assessment of exposed PVC-P geomembranes installed on Italian dams” by D. Cazzuffi and D. Gioffrè	13
Use of geosynthetic clay liner as a remedial measure of claystone degradation in Lam Ta Khong hydropower plant	13
Assessing the importance of drainage layers over geomembrane liners within engineered cover systems: Seven years of field monitoring at three mine waste rock piles	13
Investigating factors influencing polymer elution and the mechanism controlling the chemical compatibility of GCLs containing linear polymers	13
Special issue “Digital imaging techniques in geosynthetic applications”	13
Seismic time-history analysis of block-faced reinforced-soil retaining wall based on pseudo-dynamic method	13
Structural damage and shear performance degradation of fiber–lime–soil under freeze–thaw cycling	13
Optimum tack coat rate for different asphalt geosynthetic interlayers to achieve optimum shear bond strength	12
Numerical modeling of geosynthetic reinforced soil retaining walls with different toe restraint conditions	12
Investigation on the static performance of geogrid reinforced aeolian sand railway embankment: Field test and discrete element simulation	12
Editorial Board	12
Assessment of geomembrane strain from pond liner bubbles	12
Effects of bag characteristics and channel side slope on incipient motion of a single Geobag under river current loading	12
A preliminary study of the application of the strain-self-sensing smart geogrid rib in expansive soils	12
Experimental study on uplift behavior of shallow anchor plates in geogrid-reinforced soil	12
Linear viscoelastic behaviours of bituminous mixtures and fiberglass geogrids interfaces	12
Pullout resistance of geogrid and steel reinforcement embedded in lightweight cellular concrete backfill	12
An approximate solution of consolidation for double-layered ground with different smear radii by vertical drains	12
Effect of chemical additives on the consolidation behaviours of mini-PVD unit cells –from macro to micro	12
Uncertainties in determining the responses of reinforced flexible pavements using in-situ tests	12
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to coal combustion product leachates	12
Hydraulic conductivity and multi-scale pore structure of polymer-enhanced geosynthetic clay liners permeated with bauxite liquors	11
Creep behavior and viscoelastic-plastic models for polymer-blend HDPE geocell sheets based on the stepped isothermal method	11
Hydraulic conductivity requirement of granular and geotextile filter for internally stable soils	11
Rational design method for bituminous pavements reinforced by geogrid	11
Working mechanism of a new wicking geotextile in roadway applications: A numerical study	11
Effect of a lateral drainage layer on leakage through a defect in a geomembrane overlain by saturated tailings	11
Sand-geogrid interfacial shear response revisited through additive manufacturing	11
Seismic performances of the wrapped retaining wall backfilled with polypropylene fiber reinforced rubber-sand mixture	11
Effect of fabric structure on in-plane and through-plane hydraulic properties of nonwoven geotextiles	11
Shear strength behavior of clayey soil reinforced with polypropylene fibers under drained and undrained conditions	11
New simple method for calculating large-strain consolidation settlement of layered soft soils with horizontal drains and vacuum preloading with comparison to test data	11

Macro-microscopic mechanical behavior of geogrid reinforced calcareous sand subjected to triaxial loads: Effects of aperture size and tensile resistance	11
Two-dimensional consolidation analysis of geotextile tubes filled with fine-grained material	11
Unveiling the reinforcement benefits of innovative textured geogrids	10
Performance enhancement of encased stone column with conductive natural geotextile under k0 stress condition	10
Performance of two-tiered reinforced-soil retaining walls under strip footing load	10
Two-dimensional soil arching evolution in geosynthetic-reinforced pile-supported embankments over voids	10
Case study and numerical simulation of PVD improved soft Bangkok clay with surcharge and vacuum preloading using a modified air-water separation system	10
Modifying ASTM E96 to assess water vapour transmission rates of geomembranes at high temperatures	10
Numerical modeling of floating geosynthetic-encased stone column–supported embankments with basal reinforcement	10
Probabilistic stability analysis of geosynthetic-reinforced slopes under pseudo-static and modified pseudo-dynamic conditions	10
A novel two-layer composite geomembrane lining structure to mitigate frost damage in cold-region canals: Model test and numerical simulation	10
Effect of wet-dry cycles on standard & polymer-amended GCLs in covers subjected to flow over the GCL	10
Observations from opening of a novel geotextile tube connection in field test site	10
Quantitative assessment of the shoreline protection performance of geotextile sandbags at an in-situ coastal experimental station	9
Critical state mechanics-based arching model for pile-supported embankments	9
Nonlinear creep consolidation of vertical drain-improved soft ground with time-dependent permeable boundary under linearly construction load	9
Liquefaction and post-liquefaction resistance of sand reinforced with recycled geofibre	9
Interface shear creep behavior between the nonwoven geotextile and the geomembrane pre/post peak strength	9
Freeze-thaw impacts on geocell-stabilized bases considering effects of water supply and compaction	9
Seismic analysis of geosynthetic-reinforced soil walls in tiered configuration	9
Enhanced drainage performance of PVF-wicking geosynthetics: Development and experimental assessment	9
Reliability analysis of geosynthetic-reinforced slopes under rainfall infiltration	9
Microstructure characteristics of nonwoven geotextiles using SEM and CT methods	9
Modified axial pullout resistance factors of geogrids embedded in pond ash	9
Novel technique to mitigate the earthquake-induced damage of rubble mound breakwater	9
Centrifuge modeling on the effect of mechanical connection on the dynamic performance of narrow geosynthetic reinforced soil wall	9
Predictive model for the interface bond strength of geosynthetic-reinforced asphalt layers	9
Verification of unified effective stress theory based on the effect of moisture on mechanical properties of fiber reinforced unsaturated soil	8
Characterisation of geomembrane and geotextile interface short-term creep behaviour in a dry condition	8
Shear strength characteristics of geosynthetic reinforced rubber-sand mixtures	8
Short- and long-term behavior of EPS geofoam in reduction of lateral earth pressure on rigid retaining wall subjected to surcharge loading	8
Seismic response and mitigation measures for T shape retaining wall in liquefiable site	8
Influence of micro and macroroughness of geomembrane surfaces on soil-geomembrane and geotextile-geomembrane interface strength	8
A large-scale shaking table model test for acceleration and deformation response of geosynthetic encased stone column composite ground	8
Exploring the influence of size-related factors on geocell-reinforced soil response using coupled continuum-discontinuum analysis	8
Characteristics of electro-osmosis consolidation and resistivity evolution in soft clay reinforced with recycled carbon fibers	8
Long-term performance of polyethylene geomembranes to contain brine	8
Method for calculating horizontal drain induced non-linear and large strain degree of consolidation	8
Application of the digital image correlation technique in wide width tensile test of geogrids	7
Effective stiffness matrix calculation of geocell layer and reinforcement mechanism analysis of geocell reinforced embankment	7
Laboratory evaluation of wicking geotextile for moisture reduction in silty sands at different fines contents	7
Effect of elevated temperatures on the degradation behaviour of elastomeric bituminous geomembranes	7
Mechanism of air-boosting and its effects on vacuum consolidation	7
DIC assessment of foundation soil response for different reinforcement between base and soft subgrade layer – Physical modeling	7
Full-scale model tests of load transfer in geogrid-reinforced and floating pile-supported embankments	7
New theoretical solution for soft soil consolidation under vacuum pressure via horizontal drainage enhanced geotextile sheets	7
Interlayer bonding characterization of interfaces reinforced with geocomposites in field applications	7
Editorial Board	6
Laboratory investigation of GCL hydration from Lateritic subsoils	6
Coupled consolidation via vertical drains in unsaturated soils induced by time-varying loading based on continuous permeable boundary	6
Influence of geosynthetic stiffness on bearing capacity of strip footings seated on thin reinforced granular layers over undrained soft clay	6
Case history on failure of geosynthetics-reinforced soil bridge approach retaining walls	6
Locating leaks in geomembrane-lined ponds using the electrical leak location method: Case histories	6
A model for predicting permeability of geotextile envelope for subsurface drainage after combined clogging in arid areas	6
Tensile behavior of needle-punched nonwoven geotextiles based on in-situ X-ray computed tomography and numerical simulation	6
Experimental study on the vacuum consolidation of recycled fibre-improved soft soils assisted with prefabricated vertical drain	6
Experimental investigation on the accumulated strain of coarse-grained soil reinforced by geogrid under high-cycle cyclic loading	6
Editorial Board	6
Experimental evaluation on in-soil water migration reducing performance of restraining moisture geotextile (RMG)	6
Long-term hydraulic conductivity of bentonite-polymer geosynthetic clay liners	6
Editorial Board	6
Investigation of load transfer mechanisms in reinforced cohesive soil embankments in case of subsidence using DEM	6