Geotextiles and Geomembranes

Article	Citations
Editorial Board	141
Editorial Board	77
Estimation of the carbon sequestration potential of ecological retaining structures: A comparative study	54
Determination of shear stress-shear strain behavior of polymeric geostrip reinforced MSE wall	43
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 clay	38
Bearing capacity of strip footings in unsaturated soils reinforced with layered geogrid sheets using upper bound method	38
Coupled effect of UV ageing and temperature on the diffusive transport of aqueous, vapour and gaseous phase organic contaminants through HDPE geomembrane	37
Long-term durability of two HDPE geomembranes formulated with polyethylene of raised temperature resistance (PE-RT)	36
Parameters affecting performance of fully instrumented model testing of strip footings on geocell-reinforced soils	35
Geogrid reinforcement of ballasted railway superstructure for stabilization of the railway track geometry – A case study	34
Theoretical and experimental studies on air-inflated rubber dam anchored on sidewall of the rigid base	34
Electroosmosis of gold tailings under multiple electrokinetic geosynthetics electrodes	34
Axisymmetric finite strain consolidation model for soft soil consolidation with vertical drains under combined loading considering creep and non-Darcy flow	34
Investigation of soil arching in GRPS embankments under localized loading: Multi-span spring-based trapdoor model test	34
Investigation of geogrid-reinforced unbound granular material behavior using constant radial stiffness triaxial tests	33
A simplified model for the analysis of piled embankments considering arching and subsoil consolidation	33
Full-scale accelerated testing of geogrid-reinforced inverted pavements	33
Evaluation of arched EPS block and geocell inclusions in trench backfill for protection of buried flexible pipes	33
Research on the aging mechanism of polypropylene nonwoven geotextiles under simulated heavy metal aging scenarios	31
A new apparatus for the study of pullout behaviour of soil-geosynthetic interfaces under sustained load over time	31
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
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to aggressive solid waste leachates	31
Generation and prediction of defect in HDPE GMB serving as landfill base barrier	30
Experimental and numerical investigations on buffer performance of geofoam subjected by the impact of falling rocks with respect to different shapes	30

Deformation and load transfer of pile-supported foundation reinforced with soilbags raft cushion	30
Shaking table tests on the influence of geosynthetic encasement stiffness on the shear reinforcement effect of GESC composite foundation	30
Mechanical property and deformation behavior of geogrid reinforced calcareous sand	30
Editorial Board	29
Editorial Board	29
Laudatio for Editor-in-Chief R. Kerry Rowe	29
Deformation of model reinforced soil structures: Comparison of theoretical and experimental results	28
Experimental and theoretical studies on deformation characteristics of Geosynthetic-Reinforced Soil (GRS) abutments induced by vertical loads	28
Effect of prehydration, permeant, and desiccation on GCL/Geomembrane interface transmissivity	28
Use of soilbags to protect flexible pipes against repeated load effects	28
Field behavior of a GRS bridge approach retaining wall on highly compressible foundation soils	28
Pullout behavior of a bearing polymeric strap under monotonic and cyclic tensile loads	27
Field test of geosynthetic-reinforced floating pile-supported embankments on soft soil	27
Analytical assessment of pullout capacity of reinforcements in unsaturated soils	27
A theoretical strain transfer model between optical fiber sensors and monitored substrates	27
Hydraulic design of granular and geocomposite drainage layers in pavements based on demand-capacity modeling	27
Vibration response of machine foundations protected by use of adjacent multi-layer geocells	27
Numerical modelling of reinforced fill over a void considering rate-dependent stiffness of the reinforcement	26
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
Effect of temperature on critical strength of geosynthetic clay liner / textured geomembrane composite systems	26
Implications of single and double liners on the impact of PFOA in landfills on an underlying aquifer	25
Influence of polymer enhancement on water uptake, retention and barrier performance of geosynthetic clay liners	25
Dynamic response of Mechanically Stabilised Earth (MSE) structures: A numerical study	25
Numerical investigation of the tensile behaviors of needle-punched nonwoven geotextiles	24
Application of the non-linear three-component model for simulating accelerated creep behavior of polymer-alloy geocell sheets	24
Research on the protection of expansive soil slopes under heavy rainfall by anchor-reinforced vegetation systems	24
Reinforcement effect and mechanism analysis of dredged sludge treated by alternating prefabricated radiant drain vacuum preloading method	24
Experimental study of a 3D printed geogrid embedded with FBG sensor for reinforcement of subgrade with underlying cave	24
Electro-mechanical behaviour of graphene-based geotextiles for pavement health monitoring	23
Filtration performance of non- woven geotextiles with internally-stable and -unstable soils under dynamic loading	23
A simplified analysis of a configuration of geosynthetic reinforcement in GRPS embankments	23
Dynamic response and damage of pile-geogrid composite reinforced high-speed railway subgrade under seismic actions	23
Analytical method for quantifying performance of wicking geosynthetic stabilized roadway	23
Analysis of cyclic shear characteristics of reinforced soil interfaces under cyclic loading and unloading	22
Behavior of surface loaded clay foundation reinforced by GESCs with lateral geosynthetic cushion under freeze-thaw cycles	22
A new large-scale shear apparatus for testing geosynthetics-soil interfaces incorporating thermal condition	22
Centrifuge model tests on performance of MSE walls with different facing types	22
Influence of geogrid reinforcement on the cracking characteristics of expansive soils: A laboratory study	21
Land reclamation using the horizontal drainage enhanced geotextile sheet method	21
Editorial Board	21
A large-size model test study on the consolidation effect of construction waste slurry under self-weight and bottom vacuum preloading	20
New geocell utilisation as a pipe uplifting countermeasure and its validation using model experiments	20
A simplified method for assessing the serviceability performance of geosynthetic reinforced and pile-supported embankment	20
Characteristic pore size of nonwoven geotextiles based on low-field nuclear magnetic resonance technology	20
Modified method for predicting lateral displacement of PVD-improved ground under combined vacuum and surcharge loading	19
Experimental study on the effect of temperature on HDPE geomembrane/geotextile interface shear characteristics	19
Pullout testing and Particle Image Velocimetry (PIV) analysis of geogrid reinforcement embedded in granular drainage layers	19
Fate and transport of particle matter during GEOTextile tube dewatering of a dioxin and furan (PCDD/F) contaminated sediment	19
Evaluating wettability of geotextiles with contact angles	19

Influence of rainfall and drying periods on the performance of a large-scale segmental GRS wall model built with poorly draining local soil	18
Clogging effect of prefabricated horizontal drains in dredged soil by air booster vacuum consolidation	18
Effect of backfilling surface settlement trough on waste cover leakage	18
Effect of geogrid reinforcement on the load transfer in pile-supported embankment under cyclic loading	18
Effect of gas-oil contamination on the mechanical behavior of sand-woven geotextile interface: Experimental investigation and constitutive modeling	18
Influence of secondary reinforcements on the behavior of geosynthetic reinforced soil walls	18
Editorial Board	18
Centrifuge investigation on behavior of geosynthetic-encased stone column supported embankment under freeze-thaw cycles	18
Shear strength of HDPE smooth geomembrane/bentonite-polymer geosynthetic clay liner interface	17
Analyzing the influence of facing batter on reinforcement loads of reinforced soil walls under working stress conditions	17
Numerical analysis of a double layer rubber dam	17
Novel soil-pegged geogrid (PG) interactions in pull-out loading conditions	17
Behavior of geosynthetic-encased stone column reinforced foundation under freeze-thaw cycles	17
A rigorous numerical formulation for upper bound analysis of reinforced soils using second order cone programming	17
Editorial Board	17
Reply to discussion by Mirmoradi on “Physical and numerical modelling of strip footing on geogrid reinforced transparent sand”	17
Seismic bearing capacity of strip footings placed on reinforced soil slopes using slip line method	17
Effect of geotextile ageing and geomembrane surface roughness on the geomembrane-geotextile interfaces for heap leaching applications	16
Comparative numerical analysis of anti-liquefaction in sandy soil reinforced with OSC and GESC under sinusoidal loading	16
Experimental evaluation of the performance of a geotextile for a pressure-grouted soil nail	16
Evaluation of two-layered soils reinforced with 3D printed geogrid models under axisymmetric loading conditions	16
Centrifuge shaking table tests on tiered reinforced soil retaining walls subjected to the excitations of near-field ground motions	15
Effect of subgrade on leakage through a defective geomembrane seam below saturated tailings	15
Permeability prediction in geotextile envelope after chemical clogging: a coupled model	15
The role of geosynthetics in reducing the fluidisation potential of soft subgrade under cyclic loading	15
A multi-camera based photogrammetric method for three-dimensional full-field displacement measurements of geosynthetics during tensile test	15
Prediction method for lateral displacements of geosynthetic-reinforced soil walls with segmental block facings	15
DIA of centrifuge model tests on geogrid reinforced soil walls with low-permeable backfills subjected to rainfall	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
Three-dimensional physical modeling of load transfer in basal reinforced embankments under differential settlement	15
Introduction to a novel geotextile tube connection construction method: A case study of test site and field application	15
Experimental evaluation of geosynthetic-modular block connection loads	15
Experimental investigation on electro-osmotic treatment combined with vacuum preloading for marine clay	14
Experimental investigation of the geometry of geocell on the performance of flexible pavement under repeated loading	14
Analytical model and stress behavior of consolidated load bearing geotextile tubes	14
Role of particle shape on the shear strength of sand-GCL interfaces under dry and wet conditions	14
An analytical solution for the settlement of encased stone columns beneath rigid footings	14
Assessing the importance of drainage layers over geomembrane liners within engineered cover systems: Seven years of field monitoring at three mine waste rock piles	14
Editorial	14
Application of EPS geofoam in rockfall galleries: Insights from large-scale experiments and FDEM simulations	14
Water retention curves of a geosynthetic clay liner under non-uniform temperature-stress paths	14
Test and DEM study on cyclic hysteresis characteristics of stereoscopic geogrid–soil interface	14
Optimum tack coat rate for different asphalt geosynthetic interlayers to achieve optimum shear bond strength	13
Experimental study on uplift behavior of shallow anchor plates in geogrid-reinforced soil	13
Seismic time-history analysis of block-faced reinforced-soil retaining wall based on pseudo-dynamic method	13
Use of geosynthetic clay liner as a remedial measure of claystone degradation in Lam Ta Khong hydropower plant	13
An approximate solution of consolidation for double-layered ground with different smear radii by vertical drains	13
Discussion on “Lifetime assessment of exposed PVC-P geomembranes installed on Italian dams” by D. Cazzuffi and D. Gioffrè	13
Self-healing capacity of GCLs under simulated field conditions	13
Uncertainties in determining the responses of reinforced flexible pavements using in-situ tests	13
Structural damage and shear performance degradation of fiber–lime–soil under freeze–thaw cycling	13
Special issue “Digital imaging techniques in geosynthetic applications”	13
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
Assessment of geomembrane strain from pond liner bubbles	12
Investigation on the static performance of geogrid reinforced aeolian sand railway embankment: Field test and discrete element simulation	12
Numerical modeling of geosynthetic reinforced soil retaining walls with different toe restraint conditions	12
Editorial Board	12
Effect of chemical additives on the consolidation behaviours of mini-PVD unit cells –from macro to micro	12
Linear viscoelastic behaviours of bituminous mixtures and fiberglass geogrids interfaces	12
Shear strength behavior of clayey soil reinforced with polypropylene fibers under drained and undrained conditions	11
Effect of a lateral drainage layer on leakage through a defect in a geomembrane overlain by saturated tailings	11
Effect of fabric structure on in-plane and through-plane hydraulic properties of nonwoven geotextiles	11
Hydraulic conductivity requirement of granular and geotextile filter for internally stable soils	11
Sand-geogrid interfacial shear response revisited through additive manufacturing	11
Working mechanism of a new wicking geotextile in roadway applications: A numerical study	11
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to coal combustion product leachates	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
Rational design method for bituminous pavements reinforced by geogrid	11
Macro-microscopic mechanical behavior of geogrid reinforced calcareous sand subjected to triaxial loads: Effects of aperture size and tensile resistance	11
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
Pullout resistance of geogrid and steel reinforcement embedded in lightweight cellular concrete backfill	11
Performance enhancement of encased stone column with conductive natural geotextile under k0 stress condition	11
Two-dimensional consolidation analysis of geotextile tubes filled with fine-grained material	11
Numerical modeling of floating geosynthetic-encased stone column–supported embankments with basal reinforcement	11
Performance of two-tiered reinforced-soil retaining walls under strip footing load	10
A novel two-layer composite geomembrane lining structure to mitigate frost damage in cold-region canals: Model test and numerical simulation	10
Probabilistic stability analysis of geosynthetic-reinforced slopes under pseudo-static and modified pseudo-dynamic conditions	10
Unveiling the reinforcement benefits of innovative textured geogrids	10

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