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 2021-02-01 to 2025-02-01.)
ArticleCitations
Responses of single and group piles within MSE walls under static and cyclic lateral loads113
Editorial Board93
Editorial Board58
Pullout testing and Particle Image Velocimetry (PIV) analysis of geogrid reinforcement embedded in granular drainage layers55
Geosynthetic reinforcement stiffness for analytical and numerical modelling of reinforced soil structures53
Shaking table tests on wall-type gravel and rubber drains as a liquefaction countermeasure in silty sand51
Short- and long-term behavior of EPS geofoam in reduction of lateral earth pressure on rigid retaining wall subjected to surcharge loading48
Editorial Board45
Editorial Board41
Analytical solutions for contaminant diffusion in four-layer sediment-cap system for subaqueous in-situ capping40
Long-term durability of two HDPE geomembranes formulated with polyethylene of raised temperature resistance (PE-RT)36
Modified Broms’ method for formation of working platform on very soft soil36
Effective stiffness matrix calculation of geocell layer and reinforcement mechanism analysis of geocell reinforced embankment36
Mechanism of air-boosting and its effects on vacuum consolidation35
Assessment of pegged geogrid (PG) pullout performance in coarse-grained soils using PIV analysis33
Optimum tack coat rate for different asphalt geosynthetic interlayers to achieve optimum shear bond strength33
Seismic time-history analysis of block-faced reinforced-soil retaining wall based on pseudo-dynamic method31
Determination of shear stress-shear strain behavior of polymeric geostrip reinforced MSE wall30
Editorial Board30
Discussion on “Lifetime assessment of exposed PVC-P geomembranes installed on Italian dams” by D. Cazzuffi and D. Gioffrè30
Modified method for predicting lateral displacement of PVD-improved ground under combined vacuum and surcharge loading30
Editorial Board30
Effect of elevated temperatures on the degradation behaviour of elastomeric bituminous geomembranes30
Stress-strain behavior of geotextile: A proposed new indirect calculation using the static puncture test (CBR test)29
EDITORIAL: Best papers published in Geotextiles and Geomembranes in 202028
Special issue “Digital imaging techniques in geosynthetic applications”28
DIC assessment of foundation soil response for different reinforcement between base and soft subgrade layer – Physical modeling26
Effects of bag characteristics and channel side slope on incipient motion of a single Geobag under river current loading25
Self-healing capacity of GCLs under simulated field conditions25
Publisher's Note25
Application of the digital image correlation technique in wide width tensile test of geogrids24
The effects of porosity, asphalt content and fiberglass incorporation on the tensile strength and resilient modulus of asphalt concrete blends24
Full-scale model tests of load transfer in geogrid-reinforced and floating pile-supported embankments24
Axisymmetric finite strain consolidation model for soft soil consolidation with vertical drains under combined loading considering creep and non-Darcy flow24
Effect of chemical additives on the consolidation behaviours of mini-PVD unit cells –from macro to micro24
Effect of unequal biaxial tensile strains on the filtration behaviour of continuous filament needle-punched nonwoven geotextiles24
Use of geosynthetic clay liner as a remedial measure of claystone degradation in Lam Ta Khong hydropower plant24
Pullout tests on diagonally enhanced geocells embedded in sand to improve load-deformation response subjected to significant planar tensile loads23
Effect of coating optimization on performances of glass fiber geogrid for semi-rigid base asphalt pavement23
Innovative design of self-adhesive basalt fiber mesh geotextiles for enhanced pavement crack resistance23
Effectiveness of a Geocomposite-PVD system in preventing subgrade instability and fluidisation under cyclic loading23
Geosynthetic-reinforced soils above voids: Observation and prediction of soil arching22
Field study and numerical modelling for a road embankment built on soft soil improved with concrete injected columns and geosynthetics reinforced platform22
Parameters affecting performance of fully instrumented model testing of strip footings on geocell-reinforced soils22
Performance issues of barrier systems for landfills: A review22
Laboratory evaluation of wicking geotextile for moisture reduction in silty sands at different fines contents22
Three-dimensional finite element analysis of geosynthetic-reinforced soil walls with turning corners21
Interlayer bonding characterization of interfaces reinforced with geocomposites in field applications21
New geocell utilisation as a pipe uplifting countermeasure and its validation using model experiments21
Evaluating wettability of geotextiles with contact angles21
A simplified method for assessing the serviceability performance of geosynthetic reinforced and pile-supported embankment21
Dynamic shear behaviors of textured geomembrane/nonwoven geotextile interface under cyclic loading21
A simple solution for prefabricated vertical drain with surcharge preloading combined with vacuum consolidation21
Investigation on the static performance of geogrid reinforced aeolian sand railway embankment: Field test and discrete element simulation20
Experimental study on the effect of temperature on HDPE geomembrane/geotextile interface shear characteristics20
Fate and transport of particle matter during GEOTextile tube dewatering of a dioxin and furan (PCDD/F) contaminated sediment20
Experimental study on uplift behavior of shallow anchor plates in geogrid-reinforced soil20
Experimental investigation on methane advection and diffusion in geosynthetic clay liners20
Experimental study on vacuum preloading consolidation of landfill sludge conditioned by Fenton's reagent under varying filter pore size20
Influence of bio-clogging on permeability characteristics of soil20
Experimental study on the load bearing behavior of geosynthetic reinforced soil bridge abutments with different facing conditions19
Centrifuge tests on geosynthetic-encased stone column supported embankment on seasonal frozen soil19
Assessment of the functionality of geotextile and granular filter systems in hydraulic engineering in case of iron ochre clogging tendency19
Uncertainties in determining the responses of reinforced flexible pavements using in-situ tests19
Coupled effect of UV ageing and temperature on the diffusive transport of aqueous, vapour and gaseous phase organic contaminants through HDPE geomembrane19
Effect of the particle size ratio on macro- and mesoscopic shear characteristics of the geogrid-reinforced rubber and sand mixture interface19
A preliminary study of the application of the strain-self-sensing smart geogrid rib in expansive soils19
Combined vacuum and surcharge preloading method to improve lianyungang soft marine clay for embankment widening project: A case19
Shaking table tests on polymeric-strip reinforced-soil walls adjacent to a rock slope18
Investigation of initial hydration and rehydration of geosynthetic clay liners from sandy subgrades via X-ray computed tomography images18
Experimental and numerical investigation of mechanical strength characteristics of natural fiber retrofitted rammed earth walls18
Analytical solution on vacuum consolidation of dredged slurry considering clogging effects18
Numerical modeling of geosynthetic reinforced soil retaining walls with different toe restraint conditions18
Electroosmosis of gold tailings under multiple electrokinetic geosynthetics electrodes18
Geogrid reinforcement of ballasted railway superstructure for stabilization of the railway track geometry – A case study18
Examining metal migration through geotextiles during dewatering18
Exploring the influence of size-related factors on geocell-reinforced soil response using coupled continuum-discontinuum analysis17
A large-size model test study on the consolidation effect of construction waste slurry under self-weight and bottom vacuum preloading17
New theoretical solution for soft soil consolidation under vacuum pressure via horizontal drainage enhanced geotextile sheets17
Bearing capacity of strip footings in unsaturated soils reinforced with layered geogrid sheets using upper bound method17
Field tests on partially geotextile encased stone column-supported embankment over silty clay17
Large-scale experimental and ANN modeling for dynamic interaction between vibrating and statically loaded foundations on geogrid-reinforced soil beds16
Editorial Board16
Investigation of load transfer mechanisms in reinforced cohesive soil embankments in case of subsidence using DEM16
Special issue“Application of geosynthetics in geoenvironmental engineering”16
Theoretical and experimental studies on air-inflated rubber dam anchored on sidewall of the rigid base16
Influence of geosynthetic stiffness on bearing capacity of strip footings seated on thin reinforced granular layers over undrained soft clay16
EDITORIAL: Best papers published in Geotextiles and Geomembranes in 202216
Editorial Board15
Investigation of soil arching in GRPS embankments under localized loading: Multi-span spring-based trapdoor model test15
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to aggressive solid waste leachates15
Editorial Board15
Experimental study on a geosynthetics isolator for the base vibration isolation of buildings neighboring metro transportation15
Experimental evaluation on in-soil water migration reducing performance of restraining moisture geotextile (RMG)15
Editorial Board15
Creep rupture behaviour of elastomeric bituminous geomembrane seams15
Numerical analysis of a double layer rubber dam15
Experimental investigation on the accumulated strain of coarse-grained soil reinforced by geogrid under high-cycle cyclic loading15
Effect of fabric structure on in-plane and through-plane hydraulic properties of nonwoven geotextiles15
Response to Discussion on "Geomembrane factory and field thermally welded seams comparison" by T.D.Stark, M.A.Hernandez, and D.S.Rohe15
Locating leaks in geomembrane-lined ponds using the electrical leak location method: Case histories14
Influence of secondary reinforcements on the behavior of geosynthetic reinforced soil walls14
Consolidation considering increasing soil column radius for dredged slurries improved by vacuum preloading method14
Full-scale accelerated testing of geogrid-reinforced inverted pavements14
Assessment of geomembrane strain from pond liner bubbles14
Seismic bearing capacity of strip footings placed on reinforced soil slopes using slip line method14
Editorial Board14
Effect of a lateral drainage layer on leakage through a defect in a geomembrane overlain by saturated tailings14
The characterisation of geosynthetic interface friction by means of the inclined plane test14
Long-term hydraulic conductivity of bentonite-polymer geosynthetic clay liners14
Editorial Board14
Reply to the discussion by Giroud on “Lifetime assessment of exposed PVC-P geomembranes installed on Italian dams”14
Performance of eccentrically loaded strip footings on geocell-reinforced soil14
Reinforcement load in geosynthetic-reinforced pile-supported model embankments13
Numerical study of strain development in high-density polyethylene geomembrane liner system in landfills using a new constitutive model for municipal solid waste13
Stress-dependent method for calculating the modulus improvement factor in geocell-reinforced soil layers13
Experimental study of the performance of geosynthetics-reinforced soil walls under differential settlements13
Failure mechanisms of geosynthetic clay liner and textured geomembrane composite systems13
New simple method for calculating large-strain consolidation settlement of layered soft soils with horizontal drains and vacuum preloading with comparison to test data13
Effect of armour unit layers and placement mode in the determination of stability of geotextile sand container (GSC) breakwaters13
Centrifuge modeling of geosynthetic-encased stone column-supported embankment over soft clay13
Stability assessment of 3D reinforced soil structures under steady unsaturated infiltration13
Evaluation of arched EPS block and geocell inclusions in trench backfill for protection of buried flexible pipes13
Semi-analytical solution for two-dimensional electro-osmotic consolidation of double-layered soil13
Effect of geotextiles with different masses per unit area on water loss and cracking under bottom water loss soil conditions13
Centrifuge investigation on behavior of geosynthetic-encased stone column supported embankment under freeze-thaw cycles13
Hydraulic conductivity of bentonite-polymer geosynthetic clay liners to coal combustion product leachates12
Influence of uncertainty in geosynthetic stiffness on deterministic and probabilistic analyses using analytical solutions for three reinforced soil problems12
Influence of water to cement ratio on mechanical performance of concrete canvas reinforced with warp-knitted spacer fabric12
Laboratory investigation of GCL hydration from Lateritic subsoils12
Design of geosynthetic reinforced column supported embankments using an interaction diagram12
Creep behavior and viscoelastic-plastic models for polymer-blend HDPE geocell sheets based on the stepped isothermal method12
Case history on failure of geosynthetics-reinforced soil bridge approach retaining walls12
Working mechanism of a new wicking geotextile in roadway applications: A numerical study12
The influence of geosynthetic reinforcement on the mechanical behaviour of soil-pipe systems12
Clogging effect of prefabricated horizontal drains in dredged soil by air booster vacuum consolidation12
Diffusion of volatile organic compounds (VOCs) through elastomeric bituminous geomembranes (BGMs)12
Microanalysis of smooth Geomembrane–Sand interface using FDM–DEM coupling simulation12
Effect of geogrid reinforcement on the load transfer in pile-supported embankment under cyclic loading12
Numerical investigation of reinforcement pullout resistance effects on behavior of geosynthetic-reinforced soil (GRS) piers12
Experimental study of PVD-improved dredged soil with vacuum preloading and air pressure11
Microstructural characteristics and prediction of hydraulic properties of geotextile envelopes via image analysis and pore network modeling11
Full-scale testing and monitoring of geosynthetics-stabilized flexible pavement in Alberta, Canada11
Coupled consolidation via vertical drains in unsaturated soils induced by time-varying loading based on continuous permeable boundary11
Effect of gas-oil contamination on the mechanical behavior of sand-woven geotextile interface: Experimental investigation and constitutive modeling11
Linear viscoelastic behaviours of bituminous mixtures and fiberglass geogrids interfaces11
Effect of backfilling surface settlement trough on waste cover leakage11
Combined influence of subsoil water content and mass per unit area on cation exchange behavior of geosynthetic clay liners11
Shear strength behavior of clayey soil reinforced with polypropylene fibers under drained and undrained conditions11
Pullout resistance of geogrid and steel reinforcement embedded in lightweight cellular concrete backfill11
Tensile behavior of needle-punched nonwoven geotextiles based on in-situ X-ray computed tomography and numerical simulation11
Rate-dependent tensile response of Polyvinyl Chloride geomembranes11
EDITORIAL: Best papers published in Geotextiles and Geomembranes in 202311
Seismic performances of the wrapped retaining wall backfilled with polypropylene fiber reinforced rubber-sand mixture11
A simplified model for the analysis of piled embankments considering arching and subsoil consolidation11
Hydraulic conductivity and multi-scale pore structure of polymer-enhanced geosynthetic clay liners permeated with bauxite liquors11
Effect of geosynthetic component characteristics on the potential for GCL internal erosion10
Numerical modeling of floating geosynthetic-encased stone column–supported embankments with basal reinforcement10
Model test study on the protection of expansive soil slope with polymer waterproof coating10
Numerical parametric study of geosynthetic reinforced soil integrated bridge system (GRS-IBS)10
A fast and precise methodology of creep master curve construction for geosynthetics based on stepped isothermal method (SIM)10
Discussion on "Geomembrane factory and field thermally welded seams comparison" by T.D.Stark, M.A.Hernandez, and D.S.Rohe10
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
Experimental evaluation of wicking geotextile-stabilized aggregate bases over subgrade under rainfall simulation and cyclic loading10
Critical length of encased stone columns10
Performance enhancement of encased stone column with conductive natural geotextile under k0 stress condition10
Comparison and evaluation of analytical models for the design of geosynthetic-reinforced and pile-supported embankments10
Large scale soft ground consolidation using electrokinetic geosynthetics9
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
Shaking table study on seismic behavior of MSE wall with inclined backfill soils reinforced by polymeric geostrips9
Experimental study on the load bearing behavior of geosynthetic reinforced soil bridge abutments on yielding foundation9
Numerical investigation on hydraulic and gas flow response of MSW landfill cover system comprising a geosynthetic clay liner under arid climatic conditions9
An analytical solution for contaminant extraction from multilayered soil using PVD-enhanced system9
A new apparatus for the study of pullout behaviour of soil-geosynthetic interfaces under sustained load over time9
Geosynthetic-reinforced soils above voids: Observation of soil and geosynthetic deformation mechanisms9
Shaking table tests on the influence of geosynthetic encasement stiffness on the shear reinforcement effect of GESC composite foundation9
Rational design method for bituminous pavements reinforced by geogrid9
A DEM analysis of geomembrane-lined landfill subject to vertical loading9
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
Performance of a 33m high geogrid reinforced soil embankment without concrete panel9
Effect of pressurization frequency and duration on the consolidation of a dredged soil using air booster vacuum preloading combined with prefabricated horizontal drains9
Effect of basal reinforcement on performance of floating geosynthetic encased stone column-supported embankment9
Experimental study on the permeability and self-healing capacity of geosynthetic clay liners in heavy metal solutions9
Performance improvement of ballasted railway tracks using three-dimensional cellular geoinclusions9
Evaluation of geosynthetic reinforcement in unpaved road using moving wheel load test9
Long-term Performance of Conductive-backed multilayered HDPE Geomembranes8
Evaluating the mechanisms and performance of Geosynthetic-Reinforced Load Transfer Platform of pile-supported embankments design methods8
Two-dimensional consolidation analysis of geotextile tubes filled with fine-grained material8
Experimental study on the L-shaped anchorage capacity of the geogrid by the pullout test8
Pullout behaviour of polymeric strips embedded in mixed recycled aggregate (MRA) from construction & demolition (C&D) waste – Effect of type of fill and compaction8
Load-bearing performance of model GRS bridge abutments with different facing and reinforcement spacing configurations8
Experimental and numerical investigations on buffer performance of geofoam subjected by the impact of falling rocks with respect to different shapes8
Design of soilbag-protected slopes in expansive soils8
Quantification of geogrid lateral restraint using transparent sand and deep learning-based image segmentation8
A quasi-2D exploration of optimum design settings for geotextile-reinforced sand in assistance with PIV analysis of failure mechanism7
Editorial Board7
Sand-geogrid interfacial shear response revisited through additive manufacturing7
Morphological insights into the liquefaction and post-liquefaction response of sands with geotextile inclusions using drained constant volume simple shear tests7
Mechanical property and deformation behavior of geogrid reinforced calcareous sand7
Hydraulic conductivity requirement of granular and geotextile filter for internally stable soils7
Centrifuge modeling of geosynthetic-reinforced soil retaining walls subjected to the combined effect of earthquakes and rainfall7
Research on the aging mechanism of polypropylene nonwoven geotextiles under simulated heavy metal aging scenarios7
Shear strength of HDPE smooth geomembrane/bentonite-polymer geosynthetic clay liner interface7
Field evaluation of moisture-suction regime and modulus of geosynthetic-reinforced soil wall with geo-composite side-drain7
Mitigation of seasonal temperature change-induced problems with integral bridge abutments using EPS foam and geogrid7
Analytical model of three-dimensional concentric ellipsoidal soil arching in geosynthetic-reinforced pile-supported embankments7
Macro-microscopic mechanical behavior of geogrid reinforced calcareous sand subjected to triaxial loads: Effects of aperture size and tensile resistance7
A general solution for leakage through geomembrane defects overlain by saturated tailings and underlain by highly permeable subgrade7
Evaluation of back-calculated elastic moduli of unreinforced and geocell-reinforced unbound granular material from full-scale field tests7
Dynamic response characteristics of shaking table model tests on the gabion reinforced retaining wall slope under seismic action6
Liquefaction and reliquefaction mitigation of sand specimen treated with prefabricated vertical drains: An experimental investigation6
Influence of geosynthetic reinforcement on the stability of an embankment with rigid columns embedded in an inclined underlying stratum6
Effects of seismic amplification on the stability design of geosynthetic-reinforced soil walls6
Modifying ASTM E96 to assess water vapour transmission rates of geomembranes at high temperatures6
Editorial Board6
Vibration response of closely spaced footings protected by use of rubber sheet: An in-situ investigation6
Influence of pore water chemistry on GCL self-healing with hydration from silica sand6
Two-dimensional soil arching evolution in geosynthetic-reinforced pile-supported embankments over voids6
Effect of wet-dry cycles on standard & polymer-amended GCLs in covers subjected to flow over the GCL6
Multi-scale behaviour of sand-geosynthetic interactions considering particle size effects6
Geosynthetic reinforced piled embankment modeling using discrete and continuum approaches6
Laudatio for Editor-in-Chief R. Kerry Rowe6
Experimental and theoretical studies on deformation characteristics of Geosynthetic-Reinforced Soil (GRS) abutments induced by vertical loads6
0.10350799560547